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III.2. Traffic Impact Analysis
• • ''''' 091N12(07 ./(1;3 FAA 1,114,3 September 6, 2007 Ms, Lilia 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City ManaaeriTransportation 144 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Re: Village Carver Sufficiency Letter — Review # 179 Va Fax and U$ Dear Ms. Medina: Subsequent to our May 8, 2007 review comments for the subject project, we have received formal responses from Richard Garcia and Associates Inc. (F?GA) dated May 10 and September 5, 2007. Photocopies of RGA's responses are attached herewith. The traffic impact study had identified Transportation Control Measures (TCM) to reduce the auto trips generated by this development, Although the TCM plan recognizes the availability of transit facilities near the project site, it recommends following strategies to reduce peak hour traffic: 1. Promote carpooling and ridesharing programs; 2. Provide easily accessible bicycle racks within the facility; and 3. Provide transit information for residents and patrons. The development approval of this site should be conditioned upon these TCMs and providing convenient and secure spaces for bicycles, At this time, we conclude that the revised traffic report along with the subsequent submittals meet all the traffic requirements and the report is found to be sufficient. Should you have any questions, please call me at 954.739.1881. Sincerely, UR Raj hanmug Seni r Traffic En outhern E. neer Attachment Mr. Antonio E Perez; Planner If, City of Miami Planning (Fax - 305-4f 6.1445) Mr. Richad F,E., PGA. (Fav 305.595.7505) URS Corporation Lakeshore complex 5100 NW 33rd Averwe, Suits 150 Fort Lauderdale, FL 33309Z375 Tel: 954.739.1E81 Fax: 934.73.9.1789 4041404041040404040400 • • • • • • • • • • • • • a.— . .... .„0„,...v.„:„..,.. ....-4.--,,,,::-.. : f RicHA D G RCHA & s ocIAT s, Major Use Special Permit USP) Traffic Impact Study Village Carver 401 NW 710 Street Miami, Florida April 4, 2007 e Corver. -S r-> Richard P Eraffic.inpC1-;.m Sruuy C :w,+ RT F'9 C -54 86, certify that I curie hyan active Professional En c veers License in the State of Florida and am competent • thro ,gh edu flan and experience to provide ngineering services in the 3i• 4041•404,•404,404,100404141 civ and traffic engineering contained ;n ;his report. in addition, the firm Richard Garcia & Associates, Inc, holds a Certificate of Authorization # 9592 in the State of Florida. I further cerfify that this report was prepared by me or under my responsible charge as defined in Chapter 6 i Gi 5-38.00t F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability. PROJECT DESCRIPTION: Village Carver MUSP- Traffic Impact Study PROJECT LOCATION: 401 NW 71 st Street Miami, Florida Florida Regis tr+ tfdn No, 54886 ARCiA & ASSOCIATE,' aNC. VtfJa - LISP T='Ot'jC impsx;t Study TABLE OF CONTENTS ENGINEER'S CERTIFICATION,..,.,..n..........................n,,,,,,,..,,...,.,..,....,,,..,,,._,.,,,,,_.., s.,..=.,--.,..,,,..,.... EXECUTIVESUMMARY ..............>,,,.,,,,.,.„,,.,4.,.,.,,,.,.,F9,...,..,.-....,,,..,a.-,=,..,,..,.,,,,....,.,..........,.,,,..,,,.,,,..,........,.. I4 • • 1.0 INTRODUCTION.............................................a..,..,..a...,,.,...e.,.,...-..,.>,.,,,,.,.ma.....a....,...,.,,.,..,..,,.,,,.a,....,.. 2 • 1,3 I'R' FFIC DDIST:Ri 3t;"HO...................................................<.....,..._..,.........,......,.,........ S 1.4 eE r 'i`yyi..=N,11I;N,' ... ................ . 6 • 1.5 SC"1R= r rt fC.7 • 2.0 EXISTING CONDITION 8 • 2.1 TRAFFIC COUNTS 8 • 2.2 teeoNIF...RY...............<....<...............,............... 10 2.3 SI NAL ZATION................................................................................................................................ • 3.0 FUTURE CONDITIONS 13 • 3. 1 PLANNED ROADWAY IMPROVEMENTS ......................................................................,............,.,....3 • 3.2 CoRRi joy. .1';v1 i.._ OF S :RVICI: ANALYSIS 13 • 3.3 INTERSECTION LEVEE, OF SURL IC l ANALYSIS 15 3.4 I RAN'SPORAATLON CONTROL MEASURES PLAN (TCMP)18 • 4.0 RECOMMENDATION ....................... 19 36 • • • • • • • • • • • • • • • • • • 1 3,1 r GARCIA & ASSOC,ATTTES, INC. 11 Carver zP Traffic Ir, pact Study SiOF FIGURES aura ': Location mar) .................... =ire 2: Site Plan . I' Figure 6: Proposed PM Peak TMC (2010) • G.F ig re 7: Driveway Volume ... :7 • • • 3 Traffic Figure 3. PM Peak Site ;ra;c . Fiaure 4: Existing PM Peek Hour litvIC,...,......, 9 Figure 5: Existing Lane Geor 3efry ..................... UST OF TABLES 0 Table I: intersection Level of Service Summary ..................... . iv Table 2: PM Person Trip Corridor Analysis Summary ............................................................................ v Table 3: PM Trip Generation Summary..................................................................................................5 • Table 4: Cardinal Distribution ................................................ ............... .................... .............. ,..... ......... 6 Table 5: PM Peak Hour Traffic Distribution............................................................................................ 7 • Table 6: PM Peak Hour Volume........................................:...................................,...............,.,..,...........8 • Table 7: PM Person Trip Corridor Analysis Summary ............ ......... ............. ..:........ .................. ..... ...... 14 Table8: Intersection LOS........................................................................................................................ 15 41 41 Appendix A: Trip Generation i Appendix B: Trip Distribution • Appendix C: Signal Timing, Factors, Growth Trends & Programmed Improvements Appendix D: Traffic Counts (TMC's) & ATR • Appendix E: Committed Developments • Appendix F: Transit Appendix G: Corridor Analysis (Person Trip) 411 Appendix H: Intersection & Driveway Analysis APPENDICES • 0 • • 41 41 tacuARn GA RCM & Assoc1ATrs: INC. iii • • • • e Carver r'J!t;S i.s tli,: h pact Study. Executive Summary r{ c s te= t F01 t• e i f i m =� subje, prole t i :oca � at �� ���� ;� i � Str..,ot ,� r e City at' Miami, nr, Mori=da. The subject development i; comprised of 308 Dwell ng Units of -;rse Cone;or Vacant for this an The sit is current0 a YMCA bul was assumed The Trip Generation calculations of this project revealed there wia be 38 • net vehicles per hour ;vphj entering and 22 vph exiting during the PM 1 • peak hour. The subject project is located in TAZ 428 and has had the 10 traffic assigned to the surrounding roadway using the .MUATS Cardinal • Distribution. • • • • • i • • • • • • • • • • • • Intersection traffic counts were collected, averaged and adjusted for peak seasonal conditions and used in the existing intersection analysis. This analysis was performed using the Synchro/SimTraffic traffic model to determine the existing and proposed Level of Service conditions. The intersection analysis revealed the following results. Table 1. Intersection Level of Service Summary Intersection Existing (2007) Proposed (2010) Delay LOS Delay LOS NW 71 Street & NW 7 Avenue 31.9 C *31.1 C NW 71 Street & NW 5 Avenue/Driveway 1 1.7 A 2.2 A NW 71 Street & NW 2 Avenue 28.5 C *27.9 C NW 71 Street & Driveway 2 0.7 i A Note Although delay went down the vlc (volume to capacity) ratdo increased, This is an indicatior4 e; unused green time and reserve capacity. GARCiA & A$S*,oclATEs, °Tv ef - /\AUSP frafilc impact Srtudy • • • • • • • • • • • • • • • • • • • • • • • • • • Table 2: PM Person Trip Corridor Analysis Summary Rca-ADWAY TO C/Art=149OD PE,gr- ! M1AW 110-9709 ROADVVAY TR9, 970 LOS Asay iffilfiam 11 tatant MINCEINISIONME .,. NW 2 AVE 1 MA/ 71 ST MmmenimftagitaingISMAMMAINNYMONWOOREMNaid NW 2 AVE NW 62 ST NW 79 ST NW 71 ST I N WNW AVE E 0 120 810 1296 46$ 645613 064„5 Oosf6/ ISORSOMOSSONIMPROISWOMPOMMOOMMENIN . ,C, 0444*F 77777 NW 2 AVE NW 62ST NW 79 ST NB E LO 810 /296 207 259 1007 0.22 C NW 79 ST NW 62 ST SB 1 NW 71 ST i NW 7 AVE N. MIAMI AVE 1 58 E 1 LD 810 1296 465 651 645 0.50 MIAMIAVENW 7 AVE W6 i E "kiMOVPAIMWS054-5006V-angommamak,wa9 1 LD Bio t 1296 ' 331 463 - 833 0 36 /ORS5W C * NW 62 ST NW 79ST NB E 1 LD 810 1296 221 309 987 0 24 6 NVV 79 ST NVV 62 ST SO 1 E 1 LD 810 1296 823 1152 144 0.89 NW 71 ST NW 7 AVE 11 MIAMI AVE ER E 1 LD 810 1290 470 658 638 0.51 ' N. MIAN,11 AVE NW 7 AVE VVB , E 1 LD 810 1296 347 486 810 0 37 The results of the analysis contained in this report find that the levels of service thresholds are maintained within the LOS standard of E with the Person -Trip methodology. A corridor analysis was performed that follows the City of Miami's Person Trip Methodology The resuits of the corridor analysis reveal that all levels of service thresholds w be above a LOS D for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Tables 2 summarizes the resu#ts while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing • I • \±\ CHARD GARCIA & ASSOCIATES, NC, ,es • • Caxv r - MUSF traffic irn act. Study condi' the fit r r i:.e. 2010) background condition, the background end cornlffea condition and finaILy, the proposes condition cantaining The cum at, e effect s ff c Transport Corridor cap ac fy exists ? supp ri this deveioprnente 0414140404040404040 • • • • • • • • • • • • • • • 3, • • 3 ' • • GARCIA & Aa$O-CiA S, €NC. e carver fV!L_SP Q introduction rr(o.fli.c : i..i. ac Spi dy The purpose of this study is TO evaluate the associated tr'ottic imposts with proposed development of the site Vacated between NW 5 r; Avenue n .u� 3" Avenue o the o tl. side o t o� ?i ,� ti � r ` i" ' � �W / i' StreeT ir'I ills Cltv Florida. This report follows the methodology for Major Use Special Permits (MUSP utiii7ed in the City of M iorni. • • The traffic impacts to the adjacent roadways were evaluated as well as • the intersections at NW 71st Street/ NW 7`h Avenue, NW 71st Street/ NW 5th • • Avenue, NW 71 5.' Street/ NW 2nd Avenue and Site Driveways. These • intersections were the most affected by this project and were discussed • • with the City of Miami's Traffic Consultant during the project's scoping phase. This analysis was performed for the existing and proposed 31° conditions during the PM Peak Hour. • • • • • • • • • w • • 311, • • RIC AR 3 GARC A ASSOCIATES, i C. • VP This report €ollaws the methodologies adopted by the City of Miami's Person -Trip Analysis and conforms to the Institute of Transportation Engineer's ;ITE) Trip Generation, and Traffic Impact Studies Manual. Lastly, this report has evaluated the fallowing: Trite G eneratio 3 Traffic Distribution 'raffia Assignment Tra ;i Exss,n. `t �g +_ei4'el of Service Proposed € evc of Ser [ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3, • • • • ceCarverm", US 1 1 Project Description f Location The subject project Impact Study ted between r 5„, Avenue and Avenue on the north side of NW 71 s' Street in a3 Miami._ Florida. fo;Iowing I nd use, as idea itle' d by The instiute of Transportation Engineers E11F;, rnos'• closely resembles The proposed development. These and uses are as toil��vs: Land Use 232.. Highrise Gondomm ait DU (Dwelling Units) Figure 1 depicts the site's location map, while Figure 2 is the proposed site plan. Figure 1: Location Map `} RICHARD GARCIA & ASSOCIATES, ; C. Yillacie Cop/err - Figure 2 belO`N €s prcA Figure 2: Site Plan • • • • • • • • • • • • )1) • • • i • i • M • • i 3, ca illusfroti L1 Llrp ses. • [ T f • }. R c - Ro GA CIA 8,, ASSOCIATES, Traffic ifQc?Cz fud 3 • 40 41 40 40 40 40 40 41 4R 40 3D • • Village Confer - Mi) ra"ir_ 1.n.i t Si 1,2 Trip Generation I he trio generation charactehstics for the suhlect oject , 'r obtained rr o ITE's 'rid r°lion Manuaf Ed, I d E's L nc Use i1 Li) 23•2; r- iahrisee Condominium was used fo determine the trip gor'eroton rates to `ne proposes deveicpmenE. The Trip Generation calculations resuEs of the proposed development ore summarized below. The ITE rates and percentages for The PM Peak Hour Trips are included in corresponding tab, Table 3 below summarizes the greatest traffic impact associated with the subject development, which occurs during the PM peak hour(s). Lastly, the trip generation was converted to net vehicle trip by utilizing the City's Person Trip Methodology. This methodology uses 16% vehicle occupancy, a 22.6% transit reduction factor and a I0.0 % pedestrian/ bicycle reduction. These factors are consistent with the values used in the • • City's DRI - Increment II for the Omni Area. • • • • • • • • • • • ,RCHARD GA CIA ASSOCIATES, ANC. • • • ..... • ••• • • • ViPage Carver - MUSP Traffic impact Stody • • 1 • • • • Table 3: PM Trip Generation Summary Land Use LU) High -Rise condominium iSite Trip Generation TE 1TE TRIP 1 IN OUT LLI GENERATION i TOTAL Units CODE 1 RATE 1 Trips 1 Trips TRIPS 308 DU 232 1 0.38 i Vehicle Occupancy Adjustment Transit Tr p Reduction PedestrianiBicycie Trip Reduction ,Net Vehicle Trips 16.0% Of Gross Trips 22.6% Of Gross Trips 0.0% Of Gross Trips 4371 117 74 43 117 19 26 12 60 Net Person Trips n Vehicles g Net Person Trips in Trans Net Person Trips (Vehicle and Transit Modes) 1.40 Persons! Vehicle 1.40 Persons/ Vehicle 53 23 77 31 84 37 45 121 14 Net Person T ps (WaikingiBicycling) 1.40 Persons/ Vehicle 1 10 6 16 1.3 Traffic Distribution 310 The Traffic Analysis Zone (TAZ) for the subject development is TAZ 428 as assigned by the Metropolitan Planning Organization's MPO). The • County's TAZ are included in the corresponding tab. • • The corresponding traffic distribution being assigned to the following • • directions are outlined in Table 4. The corresponding tab includes a TAZ • Map and the corresponding Directional Distribution Summary for this zone • utilizing the 2005 Cost Affordable Pan. • • • • • • • 3, • F--:‘,• (.2 1 LyF -„ 0 . - \ RCHARD -ARC1A & ASSOCIATES, , 41 II 40 41 II 40 40 40 4, 41 41 41 40 41 40 ViPoge Carver - WISP Tratfic i.m ac,:t Study Table 4. Cardinal Distribution DIRECTION DISTRIBUTION 'I 13.42 3.49 4.81 24.37 17.97 16,64 9.71 9.58 1 4 Traffic Assignment The peak hour trips from Tables 3 has been distributed and assigned to the • existing adjacent roads. As evident from trip generation calculations, the peak hour represents the worse case. Table 5 was developed to depict O the PM Peak Hour Assignments. • • 41 0 • • • • • • • • K<A' RIc HARD GARCIA & ASSOCIATE • • • • rc f i (i - ooct Stu ..owes MJSF • • • • • s • • • • • i • • • • • r • • • • • • 31) • Table 5: PM Peak Hour Traffic Distribution DIRECTION IN OUT 1.5 Site Traffic The peak hour trips from Table 5 have been assigned to the adjacent intersections. Figure 3 depict the site traffic assignments to the surrounding intersections, respectively. Figure 3: PM Peak Site Traffic RIC ARD GAR iA & ASSOC A ES, ANC. • • • • • • • • • • • • • • • • 011c)ge- Co.rver M US P 1cMc rroocStucly 2.0 Existing Condition 2.1 Traffic Counts For the purposes c the corridor anal'y'sis, 48-hour .Autornatic Traffic Recorders were token on Wednesday March 28th and Thursd r 'nth, 2007, These counts were averaged: adjusted for peak seasonal conditions by utilizing the Florida Deportment of Transportation Peak Seasonof Correction Factor (PSCF) and Axle Correction Factors ( CF) of .00 and 0.98 respectively. Tables 6 depict the result of the seasonally adjusted existing PM Peak hour traffic volume, respectively. These calculations are included in the tab labeled TMC's/ ATR in the appendix, Table 6: PM Peak Hour Volume 'L1nK ROADWAY DER 8 AVERAGE 11 PM PEAK HOUR VOLUME 12 NAME AT imentionatiallORMINA 2 1 1 NW 2 AVE North of NW 71 ST NB 200 196 SB 772 757 LINK E 972 953 2 NW 71 ST West of NW 2 AVE EB 450 441 WB 320 314 LINK 770 755 1 _I • Manual Turning Movement Counts (TMC) were taken at the nearby intersections • • surrounding the subject site. These intersections were discussed and developed • during the soaping phase of the project with the City of Miami's Traffic • • Consultant. Figure 4 is a graphical representation of the existing PM TMC's that • has been seasonally adjusted for peak annual conditions. A / A \ RICHARD GARCIA AssociATES, iNC, • npo W E Stud 404140Oh404040414140 • • • • • • • • • • r • • • • • • • Figure 4: Exist' g PM eak Hour'FMC's %=', ' HAR `ARC/AASSOCIATES, C • • • • • • • • • VMoge Corvef - IviL/SP 2.2 Geometry Geometry: NW 71$1 Street Traffic hIpaci Study NW 71st Street i ois-40 lane undivided nor -sate rood It provides connectivity in the east -west direction and has an cuAiary left turning lane at NW 7Th Avenue and NW 2nd Avenue. On -street parkng s milled. Geometry: NW 7th Avenue/SR 7/US-441 NW 7th Avenue is a four lane divided state road. It provides connec.-Avity in the north -south direction and has an auxiliary left turning lane at NW 71 sr Avenue. On -street parking is not dlowed. Geometry: NW 5th Avenue NW 5th Avenue is a two lane divided non -state road. It provides 310 connectivity in the north -south direction. On -street parking is permitted. • Geometry: NW 2nd Avenue • NW 7Th Avenue is a two lane divided non -state road. It provides • 40 connectivity in the north -south direction. On -street parking is permitted, • Existing Lane Geometry • The existing approach lanes are depicted in Figure 5 below. This figure • also depicts the Synchro Model used to perform the intersection ancdyses. • This model was created using an aerial photograph of the subject siteO and 40 surrounding area. As such, it is a geometrically accurate depiction of the • existing0 conditions. 40 40 k)[1(-\ 1 • KICHARD GARCIA & ASSOC/ATES, INC. 10 • • • • • • • • 0 • • • • • • • • • • • 0 0 Viiiaoe Carver MUSP Traffic irrpac Stud Figure 5: Existing Lane Geometry 2.3 Signalization NW 71St Street & NW 2nd Avenue • The existing signal timing was obtained from Miami -Dade County Signals • and Signs Division. The existing PM Peak hour condition has a 90 second 0 cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a • two-phase operation. The first phase provides east -west through • 10 movement. This phase has 24 seconds of green indication followed by 4 seconds of yellow and no all red. The second phase is the north -south • 40 through movement. This phase has 58 seconds of green• ndicafion 3111 ire( • RICHARD GARC!A ASSOCiATES, INC, 11 • Vit.:age Carver - MUSP - • Trottic.!irodct Stody. • folios:Ned by ecncs of yellow and no at red. This is further document-ed in the Ti,: ing/Factoits. tab as Asset ID 2037. NW 71s, Street & NW Ph Avenue • The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing FM Peak hour condition has a I 10 second cycle length. The PM Peak hour Signal Operating Pion (SOP) consists of a three-phase operation. The first phase is the eastbound left movement. This phase has 6 seconds of green indication followed by 3 seconds of yellow and no all red. The second phase is the north -south through movement. This phase has 69 seconds of green indication followed by 4 seconds of yellow and 1 second of ail red. The third phase provides east -- west through movement. This phase has 22 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. This phase has 6 • • seconds of green indication followed by 3 seconds of yellow and no all • red, This is further documented in the Timing/Factors tab as Asset ID 2088. • • • 10 • • 0 • 40 40 41 40 41 40 40 4, 41 0 • • 0 miCiiARD GARcA & ASSOCIATES, 1rc, 12 • • • • ik i • • • • • • • • • • • • • Viage Carver - m Traffic impact Study 10 Future Conditions 3.1 Planned Roadway improvements The 2007 Transportation improvement Program TIP) as reviewed for possible rood ' improvements near the subject project. The Capadty. Safety and Other' Improvements Map in addition to the Reconstruction, Rehabilitation and ResurfacIng (RRR) Improvements Mop vere evaluated for improvements within o three year horizon. lJitimately, there are no panned roadway improvements that would affect th proposed project. Consequently, the proposed conditions were based on the existing roadway geometry. 3.2 Corridor Level of Service Analysis A corridor analysis was performed that follows the City of Miami's Person Trip Methodology. This methodology has been utilized in the Citv's Development of Regional Impact (DRI) - Increment and has been accepted by both the FDOT and the South Florida Regiona Planning Council. Lastly, this methodology is further detailed in the City's document: Tranwortation Corrid ement he en e of Gro The results of the corridor analysis reveal that all levels of service thresholds will be above a LOS D for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode anaiysis was not determined. • !,*/i( \ • RICHARD GARCIA ASSOCIATES, INC 13 lb • 4040404040404104141404040 11* • • • • • • • 0 • • • • • • 3D villa fSF' Toles 7 summarizes the .exults the Person Traffic l_pact Study contains to spreadsheet utilizers to compute the seascnaiy adused exsfing colndi ion, One future yea- (i.e. 2010) occkgrour d condition, the background and committed condifon and finally, the proposed c the curr u!alive effects. Lastly. the Arterial LOS is provided in the Person ;rip tab of the Appendix. Table 7: PM Person Trip Corridor Analysis Summary ROADWAY MODE ROADWAY D4R wilAmi ADOPTED OS CORR€DOR TYPE ROA04VAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY [ ct 1 6 P7U { ¢ ROADWAY VEHICULAR VOLUME PERSON- i EXCESS TRIP PERSON VOLUME 6Rlp @ 1 4 PPV CAPAC TY ROADWA" PERSON 7 RIP FROM 10 VI 1 005 ._.. NW2AVE..._ NW 62 5T NW 79 ST NVV 79 STICOMIIIIIIIIIIIIIIMMININalli NW 52 ST NM IIEIIIIIIIIMIIIIIIIIIIICMII 11111111111111111111111111111111.111 510 1296 i 196 IIIMUIENIMMIMMEnal IMEMMIENEMEME111C E7 NW 75 ST NW 7 AVE N_ MIAM; AVE N. M4AM. AvEMEIIIIIIIIIIIIMMEIIIII NW 7 AVE miliammummarminimumaanwimmismorism 1111111EMIIIICHNINIONINIESIIIII 0 48 C 0-34 C NW 2 AVE IV9 62 5T NW 79 ST NS E ^, LP 818, 1296 2fl7 289 1007 0 22 £ NW 79 ST N W 62 ST SS E ' D 810 1296 798 1117 ' 79 0.86 C NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 465 651 545 0.50 C N MIAMI AVE NW 7 AV WB E i LD 810 296 331 46,s 033 0.36 C _ NW 2 AVE NW 62 S' NW 79 ST NB E 1 LD 810 1296 207 289 1C107 0.22 C NW79ST NW62ST S8 E 3LP 810 1296 798 1'7 179 0.86 D ` NW71ST NW 7 AVE N. MIAMI AVE E8 E 1 LD 8`0 1296 485 851 845 0,50 C 'V MIAMI AVE NW 7 AVt B E 1 LD 890 1296 331 463 833 0.36 C ... .. r".� .-s , ..,..v..NW2AVE NW 62 ST NN179 Si NS E 1 LD 810 1296 221 309 987 0.24 C N'A, 79 ST NW 62 ST SB E 1 LD 810 1296 823 1152 '44 0.89 6 NW 71 ST NW 7 AVE N_ MIAMI AVE 66 E 1 LD 810 1296 470 656 638 05'. C N. WW1 AVE NW 7 AVE WB E 1 LD j 810 1296 347 486 810 0.37 C • 1 1 i J • • i Notes: RCHARD D a ARC A ASSOCiATES, INC. 14 • • • • • • • 0 40404040404,404041404040404,41 } • • • i e Corvef MUSP 33 1ntersecfikn Le el of Service Analysis ;nfersection an .fic y were performed for The peak seas o .ck existing tion and the proposed condition of the four inters s aesc bed eia v using the Svnchra/Simrraff c soft are. The e results indicate t ;e LOS are within acceptaole gdelines for ese types of focifi ies. Table 8 pro` Tides a summary of The results while the corresponding tab provides s the program p4 f. Future driveway v`3iUmes were estimated from the adjacent intersections. The capacity analysis was done for the existing and proposed conditions (with site traffio) for the PM peak hour for the following intersections: NW 71s' Street & NW 7#h Avenue (Signalized.) NW 71st Street & NW 5th Avenue (Unsignalized) W 71-s, Street & NW 2nd Avenue (Signalized) NW 71$, Street & Project Driveway Table 8: Intersection LOS _. �.. Intersection Existing (2007) Proposed (2010) Delay LOS Delay LOS NW 71 Street 8 NW 7 Avenue 31.9 C *31.1 C NW 71 Street 8 NW 5 Avenue/Driveway 1 1.7 A 2.2 A NW 71 Street & NW 2 Avenue 28.5 C *27,9 C NW 71 Street & Driveway 2 0.7 A Note: Although delay went down the vlc (volume to capacity) ratio increased. This is reserve capacity. n ication of unused green time and E \ RICH RD GARCIA & ASSOCIATES. NC, • • 310 41414141/i40404041 M • • • • • • • • • • ♦ • 3D e Carver - NfILiSP e 6 b'uw, G the ; ur{ re intersect ,n volu Figure 6: Proposed PM Peak TMC (2010 •tf • • 111 y., RICHARD GARCIA is 1.A7 IC • • • • • • • • • • • • • • • • • • • • • • • • • • \ ICH RD GARC A & SOC ATES, INC. 19 • ? ar 'er - f� USF rah c impact Study 4 O Recommendation The results of the analysis contained in this report finds t"e levels IS of 3 LOS service thresholds a"e nalnloined '�'!t ;€ the Ostandard of % fer the Person -Trip methods ogy for the roadway segment. Additionally, all the intersections :: analyzed have acc ptab e LeveE of Service. I e results indicated the intersections analyzehave an LOS C or bettei condition. As such, sufficient roadway person. -trip capacity exists to support this development. • • 40 41 40 40 40 40! 40 41 40 40 40 40 40 s• • • • • • • • • • • • • • • • • • • Corvet - MUSP Traffic Irnpoct Study Prorn the information incuded in Figure 6 above we perfmtri driveway capacity analysis or the site driveway, The drivew;.-_,iy voiumes were determined by the frip distribution analysis according to the ingress arc egress calculations from the trip generation. Figure 7 cepicts the driveway volumes. (..atiy, the I OS analysis for the driveways resulted in an average delay of 2.2 seconds or, NW 71 Street/ Driveway 1 (LOS A) and an average delay of 0.7 seconds an NIW 71 Street & Driveway 2 (LOS A). Again, the intersection analysis tab in the appendix contains the results of this analysis. Figure 7: Driveway Volume (`\ n ,\ RICHARD GARCIA & ASSOCiATES, INC, 41 41 40 0 0 0 0 0 0 0 )/loge Copier - 1v1 U:5t= -Traffic. Lmpact Study 3.4 Transportation Control Measures Plan (TCMI ) The developer recognizes The need to minimize the single -occupant Auto- 0 • • • • • • • • • • • • •r drip Based m pro rote the carpooling, rides ;wring, and bicycle racks Zvi!{ be considered in keeping with the it j°s effort to alleviate traffic congestion. Additionali°y, information 'II be provided to residents and patrons or the transit system. Lastiy, omenit€es will be designed that encourage all modes of transportation and minimizes traffic congestion levels. tation. As s€<c , every effort ••roil e mode to various modes available t'J ?E €Is site, Such strategies as • ' 'L/ \\ R C HARD RC/A ASSOCIATES, is • • • • • • i • • • • • • • • • • • • • • • • • • • 3, • • a `_Jorver Ar - U5» Appendix A: Trip Generation RICHARD GARc A AS CiA_ F S [ra[Tic !'t4 at Study • • • • V * • • • • • • • • • 0 • • • • V • • • • • • • • • • Land Use (LU) High -Rise Condominium Site Trip Generation Vehicle Om.] arts Ad ustment Transit Trip Reduction Pedestrian/Bicycle Trip Reduction @ Net Vehicle Trips Village Carver Affordable Housing MUSP Project Trip Generation Analysis Units 308 DU Net Person Trips in Vehicles Net Person Trips in Transit @ Net Person Trips (Vehicle and Transit Modes) Net Person Tri•s (Walkinr/Bic chn NOTES: ITE LU CODE 232 ITE TRIP GENERATION RATE 0.38 63% 63% 22.6% Of Gross Trips 63% 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 63% 63% 40 Persons/ Vehicle 63% Trip Generation from ITE 7th ED. Adjustment factors taken from Downtown Miami )Ri Increment If tot' Omni Area. Trips 74 37% OUT Trips 43 74 37% 43 12 37°/n 7 17 37% 10 7 37% 4 37% 37% 6 117 19 26 12 60 41 40 40 40 40 EP 40 40 411 01-027 Vilige Trip. Generation For of H'igh 21, 2flnT Avg. Weekday 2-ay Voi=e 7-9 AM Peak i.4Q1.1E Enter 7-9 Peak Hc= Exit 7-9 AM Peak Dol.lr Total 4-6 PM Pe&p.: Ente3.- 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total A'yl Pk Err Generator, Enter AM Pk Hrf Cenerator, Exit ;a1.4 Pk Hrr Generator, Total PM Pk GnE:rator, Enter PM Pk 5eneratof, Exit PM ? Hr, Cenerator, Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total Sunday 2-Way Volume Sunday Feak Hour Enter Sunday Peak Hour Exit Sunday Peak 'Hour Total 101 Note: A zero indicates no data available. Soui-ce: Institute of Transportation Enuinee-rs Trip Generation, 7e Edition, 2003, • TRTp (--,.!7NERATToN 85M17"ROTP.ANg • • • • • • • • • • • • • • 18 1.00 86 105 1.00 80 1.00 1.00 117 1.0C 1327 1.00 46 1,C0 65 1.00 108 1.00 1.056 1.00 49 1.00 43 1.00 92 • • • My Home Show Me: • Property Information •Search By: • Seiecl Item • 1112 i • j .:gyp€:.a Sur€lrnary Details: MCA. OF GREATER krliAMI INC 1200 NW 78 AVE #200 MIAMt FL 3126-1817 rroperty intormauon: Primary one: 6600 LIBERAL COMMERCIAL LUG 0066 EXTRA FEATURE OTHER THAN PARKING (Baths: 0/0 rs: 0 iving Units: 0 dt Sq ootage: 0 of Size: 78,767 SO FT ear Built: egel escrnption: _0 12 53 41 1-81 AC MIL BEG 1320FTE & 35FTN OF SW COR OF SEC 12 N 290.63FTE ALG A LINE 260FTS OF & PARRL TO S R/W/L OF O-M BRANCH OF FEC RR FOR 270.48FTS 292.28FTW PARRL TO & Sale Information: le O/R: ale Date: le Amount: Assess 13130-5513 12/1986 51.400,000 ent Information: 2006 2005 nd Value. 5590,753 5196.918 wilding Value: $27.996 327.519 tear: rket Value: S618,749 $224,437 ssessed Value: 5618,749 S224.437 tal Exemptions: 5618,749 S224,437 xable Value_ 30 50 • • • • • Digital Orthophotography - 2006 • We appreciate your feedback, please take a minute to complete our ;:.I My l- onn Property Iurnrmation I Property Taxes I My Neighborhood Prepertyppreiser Home I lJsing Our Site l About I Phone Directory I Privacy Disclaimer 152ft If you experience technical difficulties with the Property Information application; please crick hore to let us know, E-mail your comments, questions and suggestions to Webmaster Web Site 2002 Miarrni-Dade County All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water 0 My Home Show Me: 11. Property infomlatIon •Search By: • Select item • • 40 •... • olio No.: Property. ailing ddress Summary Details: 401 NW 71 ST YMCA OF GREATER MIAMI iNO 1200 NV'V 78 AVE #200 MIAMI FL 33126-1817 vroperry Inrormation: 'rimary :one: 6600 LIBERAL COMMERCIAL LUC: -0065 PARKING LOT 0/0 0 Units: 0 rBaths: ge: e: 134,686 SQ FT uilt: 0 ,850FTW gal t�escnptian: \ALONG 12 53 41 3.09 AC M/L BEG & 35FTN OF SE COR OF SW1/4 TH N553.71 FT W243.56FT S R/W/L OF EEC S552-28FT E243.56FT TO POB OR 9888-667 Sale Information: le OIR: 13130-5513 ale Date: 12/1986 le Amount- 151.400,000 Assessment Information: 2006 2005 rid Value: 8808 116 $215.498 Building Value. $16.945 lxear: rket Value: 8825.794 $232,443 sassed Value.$825 794 $232,443 tal Exemptions: $825.794 $232.443 able able Value $0 80 • • AcnvE .................TOOL ........ ELECT Digital Orthophotography - 2006 We appreciate your feedback, please take a minute to complete our si;rr-ty. My Flom i Property Information j Property Taxes I My Nelgli0orhood I Property /Appraiser sing Our Site j Rhcut 1 Phone Directory j Privacy j Disc 152 ft If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Wot master Web Sate 2002 Miami -Dade County All rights reserved Legend Property Boundary Selected Property Street Highway Miami -Dade County Water • • My home 31) *Stags Me: 0 Property lnforma5.on •Search By: Select item 0 • it2r.3rn r3 Summary Details: niio No : Property, flailing ddress: 401 NW71 ST YMCA OF GREATER MIAh41 . tNC 1200 NW 78 AVE 4200 MiAMI FL 33126-1817 rroperty Information: 4Prirnary one: '6500 LIBERAL COMMERCIAL LUC: 0043 HEALTH CARE 0/0 11 1 g Units: 0 di Sq ootage: 12,000 at Size 83,100 SO FT 1e/Baths: ar Built: 2002 gal Description: 12-53-41 1.87 AC MIL BEG 700 FTVV & 35FTN CF SE COR OF SW1/4 CONT N554.61FT TO S R/W/L/ FEC W15OFT S553.71FT E150FT TO POB OR 13130-5510 0586 5 Safe Information: le 0/R: Sale Date: ie Amouni- 098880664 911977 $305 000 Information: PAssessment ear 2006 a 2005 �nd Value: S150.000 S150,000 Building Value: $376.328 $372.529 lrket Value. $526.328 $522,529 Assessed Value: $528.328 $522 529 eta' Exemptions $526.328 $522.529 aaxable Value SO $0 0 • • • fa Digital Orthophotography - 2006 We appreciate your feedback, please take a minute to complete our My Horne j Property Information j Property Texas I My Neighborhood j Property Appraiser I Uslrg Oor Site I .:About j Phone Cirectory l Prhiaoy (Di 152 ft if you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to VVeernaster Web Site 2002 Miami -Dade County. All rights reserved. Legend Property SOU dary Selected Property Street Highway Rarni-Dade County Water - • ..... - • iviiiicaie Carver - MUSP . Traffic impact Study • s • • 74) Appendix B: Trip Distribution • • • • • • • • • • • • • • Ink • ;,-),/ FIA •Li miCHARD GARCIA & ASSOCiATES, iNC, ppend 45 397 4N., MED 99 398 ?"? 379 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 ec Miami -Dade Transportation Plan (to the Year 2030) n Tri January 2005 Prepared by: Gannett Fleming in association with: PACO Group Public Financial Management Media Relations Group • 41 40 41 40 40 40 40 40 4, 40 40 IP 40 40 411/ 41 40 40 40 41 .-1710,,,,?1-12fradc intcrlin 2005 C2.s'fFcusibh-8P/6111 TRIP8 PERCENT /127 TRIPS PERCENT 127 16.10 ,)E 3'26 32„74 13.53 16.9(1 8.22 9.6C 280; 9-65 IC4 10-8 43C 36C, 3S4 18f2 215 2863 5.2/1 20.84 1-2.5 18.61 338 120 144 19 8.23 15.21 18.25 15.1)8 12.42 12,04 15.83 -1.83 16.52 17.75 13.28 1C.47 12.21 42 0/1 79 428. TRI.9s PERCENT 13.42 3.42 129 TP,IPS 93 RERCENT 211 112 5.4,3 18.17 1'7.21 18.33 03D TRI.PS 53.3 2438 188:2 PEPCENT IC.13 4.D3 4,70 14.00 17,97 32.23 2U1 12,36 217 22.8 294 6/2 1.:31:3 23:4 '283 7.15 9.29 24.77 11.99 16.3 8.8 147 322 256 320 158 2C3 6.58 19.8C 20,17 9.72 .48 1,38 17.73 • • • • • • • • • M • • r • • • • • i • A • • • • Village Carver Affordable Housing MUSP Project Cardinal Distribution (TAZ 428) P Peak Trips DIRECTION DISTRIBUTION % IN OUT Total NNE 13.42 ENE 3.49 ESE 4.81 SSE 24.37 SSW 17.97 SSW 16.64 NW 9.71 9.71 NNW 9.58 5 3 1 1 2 1 9 5 7 6 4 4 4 4 2 2 8 2 14 11 10 6 6 TOTAL 100.00 38 22 60 Note: Based on MUATS & Year 2025 Plan Update. Technical Report. Directional Trip Distribut+.an Year 1999 Model Validation and 2005-2025 Cost Affordable Plan, Date: December 31 2001 obtained from Miami Dade MPO. Traffic Assi.nment Percenta.e • 40 41 40 40 Ile 40 0 0 40 40 0 40 40 40 40 41 40 40 10 40 ile 41 40 fk 0 41 0 41 40 40 Village Carver Affordable Housing MUSP Traffic Assignment Direction North East South West TOTAL 5+4=9 1+2=3 9+7=16 6+4=10 38 OUT 3+2=5 1+1=2 5+4=9 4+2=6 22 "OTAL, 14 5 25 16 60 4, 40 40 40 41111 40 40 40 40 4, 40 41 40 40 10 40 41 40 40 10 V 40 6 41 10 41 40 40 40 40 Village Carver Affordable Housing MUSP Traffic Assignment 10 07-027 Village Carver Affordable Housing MUSP PM Site Traffic 41 40 0 40 Ile 40 41 0 0 40 40 0 40 41 41 0 40 0 40 40 sr, 40 40 40 41 0 0 40 40 40 40 41 4/ 40 41 0 Iv 40 40 40 07-027 Village Carver Affordable Housing Existing Lane Geometry • • • • a va • • • • • • • • • • • • • • • v • • • • • • • • • • • • • • • v • • • 07-027 Village Carver Affordable Housing Proposed Lane Geometry • • • • • • • • • • • • • a • s • • • • • • • • • • • • s • t age �.."'r 5��'j - MUSP .. is,_.[3.,.i.�.t���?4_.ac.Study • '}l. RICHARD G. RCA & Assoc ATEs, INC. Appends. . • Appendix C: Signal Timing, Factors, Growth Trends & Programmed Improvements 07-027 Village Carver Afford Housing SP 0 46 12 4 7 11 90DAY AVG MI - - PHASE: G(w) G(f) G(g) • , •• .• .• .• G(total) 1 , 1- 1 Y SPLIT 07-027 Village Carver Afford Housing SP • • • • • • 41 45 .2..:.::::: 4 T 41 39 IC J. 6 ,s; 40 :..., : ., •,, : 4 AP 15 T 13 59 10 4 1 6 3 7 141 4 • i ::J 1 ...::: '::::! 4 7 T4 4 41 1 41 39 7 14 -i !Ilk i :.;; [..,: i ,..f • .:: i..., 1 .r•‘; (,:.- 3 6 14 • • • • • • • • • • • • • • 011P • 0 0 PHASE: 02 G(w) !— G(f) G(g) G(total) 90IL-2 MI 110i NB BLOC 14C1-95 7:7.Y.E.,C:C 110PM PEAK Y.2 R SPLIT • • • so • • • • • • • * • • • • • • • s• • • • • • • • • • 011C1.G 011:;2/20C',. C;1.09/23 01/16/2C, 01/2-2/2335 01,,:30/205 ' 7 C2/C6/2D05 C.?./13/2cC 02/20/2CCE *1C, 02/2-7/2COL' *11 03,:e6/2035 412 03/13/2005 03i20/2CDS =14 03127/2305 1 04/10/200:5 -17 04/17/2005 *19 4/24/200 *19 05/01/20D 20 OF./.08/205 21 05/15/2005 22 C5/22/2005 2 05/29/2005 24 0E/05/2C05 25 06:12/2005 06/19/2005 - 27 05/26/205 - 28 G7/03/2005 - 29 C7/10/2005 - 30 C7/1772005 - 31 07/24/2005 - 32 07/31/2005 - 33 06/07/2005 408/14/2005 - :35 0E/21/2005 - 36 - 27 09/04/2305 3E C5/11/20D5 39 05/1:S/205 - 40 09/25/2005 - 41 10/02/200E - 42 10/09/2005 - 1-7)/16/2C.C.5 - 44 1C/23/2005 - 4S 1C/30/2C05 11/6/2005 - 47 11/1:.:720U5 - 11/20/20C:5 - SG 12/04/2CCE 12/11/2CCE 52 I2/1E/205 53 12/25/2005 - * Peak Season 1.5-Teb-2006 13:2E.,C3 - 04/16/200a - 04/23/2005 - 04/30/2005 05,0?(2n5 - 05/14/2005 - 05/21/200 - 05/28/2005 - 06/04/2005 - 06/11/200 06/18/2705 OG/25/2005 07/02/2005 07/09/2005 07/16/2005 0/23/2005 07/30/2005 08/C6/2C05 08/13/2005 08/20/2005 05/27.12001 09/03/2005 09/10/2005 C9/17/200 C9/2/2005 10/01/2005 10/0S/2005 1C/15/2C05 1D/22/2005 10/29/2CCS 11/05/2005 11/.12/2005 11/19/2005 11/26/2005 -.2/03/2005 12/1C/2C05 12/17/2C5 12/24/2CO5 12/31/2 G.'9E 0.95 0.99 0.95 0.95 C.99 0.96 1.CC .1.00 0.96 1,00 1,0C. 0.86 1.00 0,96 1.00 0.97 1.01 1,01 0.98 1.02 0.92 1.02 0.59 1.00 1.04 1.00 1.C4 1.01 1.05 1.01 1.01 1.05 1.01 1.05 1,01 1.05 1.05 1.02 1.06 1.02 1.0E 1.03 1.07, 1.03 1.07 1.03 1.07 1.C3 1.07 1.07 1.03 1.07 1.04 1.0:5 1.06 0.11 1.D7 1.1'7 1,0E 1.07 1.12 1.06 1.11 1.06 1.11 1.05. 1.09 1.09 1.07 1.02 1.0E 1.130 1.04 1.!:3 1.2,3 E-.30UPZ [1,0,0,1: 6_87:C_PSE.I.SON.tx: • • • • • • • • • •41, +111, • • • • • • • • • 0 • • • • ro. • • • • 9 6 9 .6 15 04/03/2:162E 64:-.01-9/200:13 . 9 6 6 04/10/2,90,E, - 0:4/10/2065 0 . 9 6 C 9 6 04/2.4.(213C2 - 04/30/2005 6 19 033/01/2005 - 05/37/2r3:02 20 02/0S/2905 05/14/ 2005 9 6 21 35/15/2005 - 05/ 21/ 2005 3. 96 22 0522/2305 - 05/ 2E/2005 O. 9.6 24 C6/05/205 - 0E711/ 2005 O. 06 2'5 06712/26E5 - 66/16/ CCE 2 6 ,0 6 /1 / 2 0 0 - 06/ 25/20,3E: 0.96 -27 6/26/2005 2E 007/03/2005 - 07/09/2305 0.96 29 07/10/200,5 - 07/161200.5 0. 96, 30 07/17/2.035 - 07/2872905 O. 96 31 07/24/210,5 - 07/ 30/ 203.5•: 32 07/31/29:33 - O3/06/2005 33 08/107/2005 - 08.713; 2005 0 .96 34 .08,714.02905 05/200/2003 0.92 3.5 08/21/2005 - OE/ 27/ 2.005 0.96 35 08/28/2005 - 69/92/2035 0 96 37 99/04/2005 - 09/19/2035 0. 96 33 C9/11/2005 - 09/17/2005 39 09/18/ 2005 - ,09/24/2205 7 .96 40 C9/25/205 - 0/01/2005 0.96 41 13/02/200.5 - 10/08/2005 C.96 42 10/09/ - 10/15/2005 0.9E 43 10/16/2005 - 30/22/2092 3.96 44 10/ 23/ 290:5 - 1029/2005 0. 96 45 10/00/2005 - 11/0E72093 0, 96 46 2':03/2C' 7.76 47 11/13/.2005 - 11/19;2035 0 . 9 6 .48 11/2912005 - 111/26.5220E 9 6 49 11/27/290.5 - 12/.03/ 2005 0.96 320 12/04/2005 - 12/10/2005 9 6 El 12/11/200.2 112/12/202.E. C. 96 :E2 12/17005 - 12/24/2,205 .9 6 :12/25/200.5 - 17/31/ 29203 0 . 2 6 17.-M:623..-6-2306. 12 :40; ".11 :13 . C.94 . 9 4 . 9 4 CH '9 0 .04 C. 94 O. 94 . 9 4 . 9 4 94 0 . O. 94 0,94 0.94 1), 9.4 0. 94 0. 94 0, 94 0.94. O. 94 94 0.6. 0, 94 0.94 0.94 O. 94 5,93 0.94 0.94 0.94 03.94 0 .94 0.94 .D.94 . 94 0..94 0 9 4 . 9 4 34 P 1-9 of 18 63,E.72:EK7 El, 0, 0; 2 11 40 40 40 v 40 40 40 4, 4, 40 40 41 41 4/ 40 40 40 40 40 1111 41 41 40 40 40 40 40 40 40 411 40 40 TRAFFIC TRENDS SR 7/US-441/SW/NW 7 AVE SITE 5144 (500' N OF NW 62 ST) 35000 30000 0 05 -650 25000 C) Average Daily Traffic 20000 15000 10000 5000 0 Observed Count assi.......Fitted Curve —Log. (Fitted Curve) y = 4421 1Ln(x) + 14532 R2 = 0 8415 1995 2000 2005 2010 Year 2015 2020 2025 **Annual Trend increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: 416 47.5% 2.14% 1.80% 23-Mar-07 Straight Line Growth Option County: Station #: Hi hway: ADE 5144 SR 7/US.-441/SW/N1N 7 AVE Year 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 Tr ADTIAADT) 111 Count* I Trend" 19100 20100 21000 20500 22500 19500 19200 21500 21000 24500 25000 19200 19600 20000 20400 20800 21300 21700 22100 22500 22900 23300 2010 Opening Year Trend 2010 2008 N/A 25400 2008 Mid -Year Trend N/A 24600 2010 Design Year Trend 2010 N/A 25400 TRANP AN Forecasts/Trends *Axle.Adjusted ���� ��������������� ����������� � � �� � ��� �� � � =, �� �� �� ~� �� � � �� � � � ��~ �� � �� � � � � �� �� � r�oz�xa neuazcmen/ nc czai iu»oz�at inu zzausporcarIou suusu,o ofzi"e zuus eintocacal Axor Reevcr m or mw au oT, scac u�oz o�ze���ou z o�reu�oo c u raumc o ractor r uact-oz �����- -������ zous c zuuuo u zzsnu o 12m0 n.uy osx 4/o zuoo oo m cnuu s 1 ooy un y51n 2o0s o zz000 w /oson a I nuy nus �.�u onnz c zzmo m mz/oou o ID s m zoozszou m m000 y s000 nos^ 5.*0 zouo ynnu s msno o.uu oo *ao 1991) c zzmo w xmun o |muu nOy u,na u.zn /998 c zumo m znnou a mzou 10.08 o3.30 zmnn w mouu u zz000 ono o.so z m zoys c oozuu w nn mono ooe o1.)s s.yu /9e1, o/uu m umu s imoo o.nx o.*s o.m �0p* 0600 m oaoo o 1zoou uy n uo s.*o �993 c z]Ooo m zzuuo o.U8 o.00 O.un �eoz uzznz m 0 a S V.0o 0O0 O.00 �yyu zz8o� u n o o o.oV ono o.oV lo8n z4ou u o u n o.uo o.on u.n0 /000 o^oz) w u u n oou noo o.nu �eo7 zo14 1 m o a o u,00 ooO o n0 �980 .1sw o n o oo u.00 n.ou mvs n�o�� n o z n noo u.on uou .1s/3u m n u n onn o.00 u.00 s 2d 40 n o u o ua 0.00 o.uo conpvT uu/ E. manuxl ooumace/ F � oLz:t Year Latim^te s � amoud zeoz ooc�ma�e� r ~ rua.cu Year sot imare; x ~ ouu`owo • • • • • • • • • • 31110 • • • • • • • • • • • • • • • Village. Carve, iJSP Appendix D: Traffic Counts (TMC's) & AIR .CHAR? GARCL ASSOCiATE INC. Appendix x 41 41 I/ 40 W 41 41 40 40 40 40 40 40 40 40 40 40 40 40 41 4100 40 41 40 40 41 41 41 4, 4, Table: T-3 Village Carver Affordable Housing MUSP INTERSECTION APPROACH VOLUMES INTERSEC110N NAME APPROACH NW 71 Slfeool & NW 7 Avenue SOIJTHBOUND PM PEAK MOVEMENT HR COUNI 4 S0R 44 Dale n1 Count 5 H SOT 504 TOTAL 617 5305OOUND *BR 99 (9113T 124 WBL 53 TOTAL 276 NW 71 S€reef & NO/ 5 Avenue NORTFIBOUND EASTBOUND TOTAL SOUTHBOUNU NOR Ei3 NB IL 1174 NBL 2i3 TOTAL 1265 0614 31 EST 136 116E 1/0 TOTAL 337 2495 SL34 SOT 5BL TOTAL 0 WESTOOUNL) WBR 0 WBT 266 WBL 49 TOTAL 317 NORD18OUND NOR 25 NEST 0 1JBL 38 TOTAL 63 EASTIUUNO TOTAL EBR 101 FST 447 ESE 0 TOTAL 548 0 0 m 2 RSCF 1 00 1 0{3 1 00 (9)0KG74UJP1[ PM PEAK GROWTH (4,, SEASONAL 1.6030 FOR 3 Comm ted ADJUSTMENT 'fears tL)evelclime,-;ta 44 2 0 504 1.00 1 00 1 00 313 100 1 00 00 30 00 617 124 276 613 1174 26 1265 34 139 170 337 2495 0 0 1310 033 100 0 1 OP 268 100 4+3 2 317 1.03 25 1.00 0 1_O3 38 25 1 00 101 1.00 447 100 928 8 890 4 5 55 70 7 ?5 ll 30 51 No. -E r311i1 h rp1E:i,1. 1 s34: 651_ 04 76.3161,6. r'H i 131 9 i6 3 52 13 10 32 34 14 ;.i >tl 66 131i 72 (1? 670 z1, 979 2864.,..�...1 111 41 0,4 7 36u 11 (ORicharq GLvr6.43 and As50a6te5, Inc . 2005 40 40 40 40 V 4, 40 41 40 4) 41 41 40 41 40 41 4P 4, 40 40 V 40 40 40 40 40 4, 11 41 40 0 0 C) (43 U l.L cx ui INTER 5CT1ON NAME NW 7'I Street & NW 2 Avenue APPROACH SOUTHOCUND WESTBOUND NOR T18CUND EASTBOUND TOTAL Table: T.3 Village Carver Affordable Housing MUSP INTERSECTION APPROACH VOLUMES PM PEAK Pate of hMOVEMENT HR COUNT Count 5 35 bf3R SaT 151 SRL 21) TOTAL 206 WEIR 54 WBT 192 WbL 1 54 TOTAL I 39D NBR i 66 NF3T 410 707 TOTAL 546 013R EBT E36 TOTAL Notes 1 Iniotsection Name 2 Intersection Approach 3 Intersection Approach Movement 4 TMC data provided by t8GA, Inc, 5 D<ft: of C011rlt 6 Peak Nola' Factor 7 Peak Seasonal factor obtained from FD07 231 62 927 1479 0 r 5.4 0 PNF 20 a PM PEAK SEASONAL PSCF ADJUSTMENT 3 00 35 1.00 ".».� 151 2f3 d73 0a 1.Oa 1.00 1 1 00 0 20 410 70 546 ACKGROCIND GRDWFH 52 7 80%FOR 3 Conirodief7 Years i3eveinpments 1.00 114 100 231 __... 13 1 1479 _ 61 13 Seasonally Adjusted TMC = Count ' PSCF (These are the volumes U5li2ed In the existing condition inflame C1IUR LOS). 9 A 1.80 percent background grouch was utilized with a project build -out of throe years. 10 Om -fended Traffic obtained from the City of Miami Large Seale Report. (No contnnited development was found ) 11 Net traffic =- Peak Seasonally Adjusted TMC + E3ackgound+Conlmited 12 Site traffic assignment 13 Total Traffic Net Traffic + Site Traffic {These are the volumes utilized in the proposed intersection LOS analysis) Net 1"rat5c 2112 Pi07:,rt l?e(11c 450 13 1560 21 Fraec 714ticnard Garcia and Assaolaies. toe.. 2005 • • • • • • • • 36 • • • • • • • • • • • • • • • 31) • • • a NW 7 AVE From North Start Rig Thr Left Fled App, Rig Time ht u s Total ht Factor 1.0 1.0 1.0 1.0 1.0 04:00 Pitli 18 109 21 6 154 29 04:15 PM 11 116 23 5 155 34 04:30 PM 6 123 20 3 152 16 04:45 PM 13 132 12 2 159 27 Total 48 480 76 16 620 106 R;.Cha d Garca 3 ' s6 Dui ; , nC. { 17 NW 1 1 7 Ave, Suite No.4 Hi i €E Gardens, FL 33018 � . 305-595-7505/ Fax: 305-675-6474 Grow as Printed- uri5hi`ted NW 71 ST NW 7 AVE -r0M East From South He Name NW 7 AVE .. NW 71 ST 4PM Site Code 00000000 Burt Date 3/27/2007 Page No 1 NW 71 ST From t0/est Thr Ped App. Rig Thr sPed App Rig Thr , Pea App. int. Leftu s -total ht a ���, s Total ht u `e't s Total T Qtaf 1.0 1.0 1.0 1 0 1 0 1.0 1.0 1.0 1.0 1.0 1.0 25 10 2 66 15 212 6 1 234 5 35 42 5 87 541 33 10 1 78 13 288 5 1 307 5 29 43 2 79 619 18 12 2 48 20 296 7 3 323 13 38S 43 0 94 617 43 16 1 37 14 289 9 1 313 5 36 45 2 83 647 119 48 6 279 62 `'08 27 3 1177 28 138 173 9 348 2424 5 05:00 PM 14 133 14 4 165 22 30 15 2 39 16 301 7 0 324 8 33 39 0 80 638 05:15 PM 11 142 15 2 170 19 28 14 1 62 17 278 6 1 302 4 28 35 4 71 605 05:30 P!41 15 125 9 1 150 20 27 11 2 60 10 294 5 2 311 6 30 28 2 66 587 05:45 PM 9 132 14 4 159 17 21 6 4 50 13 288 4 i 306 7 24 40 0 71 586 Total 49 532 52 11 644 73 106 48 9 241 56 116 22 4 1243 25 115 142 6 288 2416 Grand 97 Total Apprch % 7.7 Totat % 2.0 101 2 80. 1 20. 9 128 27 1264 184 225 96 15 520 118 0. 2.1 3 43.182.9 4.9 4 3 5 2.6 0.6 26.1 3.8 4.6 2.0 0.3 10.7 2.4 46. 4 224 6 92. 49 7 2420. 53 253 315 15 636 4840 8 2.0 0.3 8.3 398 4 2.4 1.0 0.1 50.0 1.1 5.2 6.5 0,3 111 a o: F Out In Tata} 2745 1264 4009 97 1012 128 27 Right Thru Left Pads North 3127(20074:00:00 PM 3i27'2007 5:45:00 PM Unshifted _aft Fhru Right Peds 49: 2246 118 7. 2420 8581 4 Tota VA, 7AVE can r CD N i04040•l40 31) • • • • • • • • • • • • 3, • • • Richard ;a`cia & Ass gale tc. 1 311 i N\Ai 117 Ave- Suite- No.4 Haieah Gardens, FL 33018 5-555-7505! Fax: 305-675-6474 N 7 AVENW71 ST From North From Past Start P'g Thr Left Ped App. Rig Tit L®ft Ped App Erne t s Total Ft s Total Peak our From 04:00 PM to 05:45 PM - Peak 1 of Intersecti 04:15 PM 05 <ie Narre N'V 7 AVE 6 NW 7 1ST 4PM Site Code . O0O0000O Start Date : 3 27/2007 Page Ns 2 NW 7 ,AVE NW 71 S P From Seth From West Thr LeftPed App_ ^i Thr I it Ped App. irtt, u s Total ht s Total Total Vrsi;.:me 44 504 69 14 531 99 124 53 6 282 63117 28 2 1 257 3 136 170 4 341 2521 79 10. 35 44 18: 92. 39. 49. Percent 7.O 8 2.2 0 8 2,1 5.9 _ 2.2 0.2 9.1 0 9 1.2 04.45 13 132 12 2 159 27 43 16 1 87 14 269 9 1 313 5 36 45 2 88 647 Votune Peak 0.974 Facto; High Mt. 05:00 PM 04 45 PM 05:00 PM 04:3O PM Volume 14 133 14 4 165 27 43 16 1 87 16 301 7 0 324 13 36 43 0 94 Peak 0.95 0 81 0.97 0.9O Factor 6 0 8 7 P 't• ' rn N7NVE Out In Tctat 1443 631 2074 44 504 59 14. Right Thru Left Peds North 3/27/2007 4:15:00 PM . 3.'2712007 5.00:00 PM Unsh'fited 4 Left Thru 71 ght Peds 28. 1174. 63 .2 Cz C m NJ /s cn H • Cr. ✓ • s w 588 1267 1655 Out in ;.otai N'W7AVE • • •• 45:00 PM 0 0 0 05:15tM 0 0 0 • 05.30 PM 0 0 0 05:45 PM 0 0 0 • Total 0 0 0 • Grand 0 0 0 Total • Apprch �7o- 0.0 0,0 0.0 • Total % 0.0 • • 40 3* • • • • • • • • • • • 0 • 30 • • • • Richard Garcia & Assoc ate5. !no 13117 NV1i 117 Ave_ Suite- No.4 Hialeah Gardens, °-i_ 33018 Tel: n5-595-7 505/ Fax. 305-675-6474 :e i2me Sze Code Start Gate Page No NW5AVE 00000000 3127/2907 N`2J 7.. T 4PM GrnuPnnte0- Unshiftedp' NW 5 AVENW 71 S T VA/ 5 AVE TISTNW From North From East From Scutt From VVes==. Start Rip Thr Ped App Rip Thr Pad App Rio Thr PertApp. Rig Thr Pad Ape;. 1nt. fit irT78 f`a U s Total ht a Lett s Total ht u Leff Lett s Total ht u 5 Total Total Factor 10 1, 1 0 1 0 1.0 1.0 1.0 1_0 1 0 1 0 1.9 1.0 1.0 1_5 1 0 1 0 04 00 PM 0 0 0 0 0 0 51 ;1 0 62 6 0 10 4 20 25 106 0 1 133 215 54.15 FM 0 0 0 2 2 0 75 12 0 R7 5 0 12 3 20 24 119 0 144 253 04:30 PM 0 0 0 0 0 5 59 10 0 69 5 0 9 0 15 29 118 0 2 149 233 04:45 PM 0 0 0 5 5 0 81 12 1 94 8 0 8 3 19 22 98 0 2 122 240 Total 0 0 0 7 7 0 266 45 312 25 0 39 10 74 101 441 0 6 548 941 (71 Cal Ci N f;3 12 100 00 0.0 06 0.6 0 0 54 10 0 64 5 0 10 3 19 25 108 0 0 133 216 2 0 74 �7 0 91 5 0 11 2 18 25 123 0 1 149 260 0 0 55 10 0 65 7 0 8 3 18 29 115 0 1 145 228 3 0 79 11 1 91 8 0 9 3 20 21 100 0 3 124 238 5 0 252 48 1 31126 0 38 11 75 100 446 0 5 551 942 12 0 528 93 2 623 51 0 0 84. 14. 03.34. 8 9 2 28. 0 0.0 0 77 21 149 201 887 0 11 1099 1883 0.0 51. 14. 18. 80. 0.0 1.0 7 1 3 7 4.9 0.1 33.1 2.7 0.0 4.1 1,1 7.9 10'47. 0.0 0.6 58.4 Out kn Total c 12 12 ..... ........12 Right -ttru: LeftPeds 4 North 3/27/2007 4:00.00 PM 3/27/2007 5:45:00 PM cinshifted 461. 4 Let Thru Right °Ads :7j 0 51 21 294 149 443 Cut In Tulal 000404000404040040 • • • • • • • • • • • • • • • • • • Richard Ga c a 2 A sac t s: Inc_ 1 `1 7 NVV 1 17 .Ave_ Suite- Nc.4 Hialeah GarOens, FL 33018 Tel: 305-595-75051 Fax: 305-6 5-6474 Flier Name iN`'' S AVE & Site Code 00000000 Start Date 3/2712007 Page, No : 2 NW5AVE NW' -1ST NW 5 AVE NW7':.5T From North From cast From South From West Start .5ig Thr ;tPeApp. Ric, Thr Ped App. PeL tt d Apt. Rig Thr eft Ped App. Time Totalu Left s Total h$ a s Total ht u s Total Total Pear` Hour From 04:00 PM to 25 45 PM - Peak 1 oz 1 *ersecti 04 30 PM 011 Voure 0 0 0 7 7 0 268 49 318 25 0 38 8 ?" 101 447 0 5 553 949 Percent 0.0 2.0 0.0 .0 0.0 84_ 15- 5}.3 G.0 3 :. =8. ea�. 0 9 3 4 5 3 3 8 0 0 2 2 0 74 1i 0 91 5 0 11 2 13 25 123 0 1 149 260 0f Y 13 05:15 Vo ume Peak Factor High Int. 04:45 PM Volume 0 0 Peak Factor 0 c= 04:45 PM 04:45 PM 34:30 PM 5 0 31 12 1 94 8 0 8 3 19 29 118 .0 2 149 0.35 084 093 092 0 6 4 8 A Out n Taia; 0 7 f 0 0 0 7 Right T hru !eft Peds egia North 3r27/2007 4: 30:00 PM 3127.2007 5:15.00 PM Unshiited 4 Lei Thru Right Peds 38 0 25 8 150 ?1 221 Gar n Tctai 1IV 5 AVE c 0 w a 7 ilk � O _ Richard Garcia & Associates 1 ic. 13117 NW 117 Ave Suite- No,4 Hialeah Gardens, FL 33018 Te(: 305-595- 505,; Fax 3=05-675-F474 File Name tNv 2 AVF & NW 71 S T aPM Site Code 00000000 Star-'_ Gate 3/2712007 Page No Groups Printsd, inshifted NW 2 A1i./E NW 71 ST NW 2 AVE NW 71 S T From No' Frorr3 Esst From South From West Start Rs hr � Pei App. Rig T hr Pe App. Rig for Ped Apo Rig Thr reed A int e� Left Left I aft � Time 1 s Tote ht s Total ht u s ToPal .ht u s Total Total Factor = 0 1.0 1-0 1>0 1.0 1.0 1 0 1-0 1-o 1-o 1,0 1.0 1-0 1_0 1-0 1_° 04:00 Pro 6 42 5€ 52 10 46 11 1 68 12 70 16 14 112 24 54 22 4 104 336 04:15 PM 13 32 4 6 55 10 52 7 0 69 5 87 22 15 129 32 56 17 5 110 363 • 04:30 PM 6 40 9 5 60 13 44 5 1 50 2 < 85 18 2 126 25 59 2 2 117 353 04-45 PM 8 37 4 54 15 43 17 2 83 20 95 14 3 132 28 58 17 0 103 372 • Total 33 149 23 le 221 46 190 40 4 280 58 337 70 34 499 109 237 �7 11 434 1434 II 05.00 PM 12 33 3 4 52 15 55 10 2 82 21 94 27 2 144 31 58 18 1 108 386 05:15 PM 10 44 6 1 61 10 49 15 1 75 12 111 13 3 139 28 59 22 0 109 384 40 05:33 PM 5 37 6 9 57 133 40 12 3 68 13 110 16 2 141 27 56 25 2 110 376 05:45 PM 6 34 6 7 53 11 38 10 4 63 1 105 14 2 122 29 55 22 1 107 345 • Total '3 146 21 21 223 49 182 47 10 288 47 420 70 9 546 115 228 87 4 434 491 40 Grand 886 297 44 37 444 95 372 87 14 568 105 757 140 43 1045 224 465 164 15 868 2925 Tota • Apprch'7e 14. 66. 16' 55. 15. 10 72. 13. 25. 53. 18. 9.9 8.3 2.5 4.1 1.7 9 9 5 3 0 4 4 8 6 9 • T ota# °fo 2.3 10. 4 1 5 1.3 15.2 3.2 12. 3.0 0 5 19.4 3 6 25. 49.8 1.5 35.7 7 7 1 0 5.6 0.5 29.7 • • • 30 • • • • • • • • • • • • • • • 30 • • • • kO 2 Out. In Total 101. 444 1480 65 297. 44 37 Right Thru Left Peds North 3/27120074:00.00 PAR 3127.2007 5:45:00 PM nshised 4 Let Thou Rr33ht Reds 140757 105 43 6008 1045 1653 Cut In Tota( 05(2AJR (5s w cc cm 5 i- `0 co-4 a a ;03s • • 0 • • • 40404!40414004,4,40ft404040 • • • • 13117 NW 117 Ave_ Suite- No.4 H eah Gardens, FL .33018 Tel! 305-535- o051 Fax: 305-6 7 5-64 74 Piie Name 9W 2 AVE & MTV ° 71 ST 71PM Site Code . 00000000 Star; Date . 1 2712007 Page No : 2 n1 V 2 AVF NV''¢ 71 5 T NVV 2 AVE N $f 71 ST ('; '7" Fr m North+,�i [� From East From. South dram ti, e5t Stet Rig h� Red Y'3 (`, Ti',{ a _ Thr.0 .0 h Thr } P r- `S..Ei`1 '. ��1t App. isv i..2i4 c'',a �13 - Rig . pd App. :me ht u s € o1 ': !0t a Total t Lert 1a s = � �E tit ;� � Tote h u � Ufa: Total Peak tour 9r•or 34 00 PM to 05.45 45 Phi Peak 1 of 1 intersech 04.45 PM JC V IVme 35 151 20 18 224 54 192 54 8 308 66 410 70 10 556 114 231 82 3 430 1518 15 6'7. 1" 62. 17. 11_ 73_ 12. 26. 53. 19. Percent 5' 4 9 8 0 5 3 5 2 6 9 7 6 18 7 f,•.7 1 5:d^ 12 33 3 4 52 15 55 10 2 82 21 94 27 2 14e, 3n 58 18 1 108 356 .v`olurne Peak Factor High int. 05:15 PM 04:45 PM 05.0 P! Voij.rre 10 44 6 1 61 16 48 17 2 83 21 Peak 0.91 0.92 Factor 8 r aIn . v o_ 8 94 in Total 546 224 770 35 451 20 13 Right hru Left, Peds 4 North 3/27r2007 4 4500 PM 3/27/2007 5:30:00 PM Unshifted 4 Left Thru Right Fees 70 410 66 10 31g 756 075 Out in Th3a[ "14 2 11 6 05:30 PM 2 144 27 56 25 2 110 0.96 0.97 5 7 4 .. z ,- 0 s 0.983 • • • • • • • • 31 • • • • • • • • • • • s • • 310 • • PM PEAK HOUR VOLUMES f °P5CP'ACF 0•i0l4000M 3i • M • • • • • • • • • J to Time 12:00 AM 1215 12:30 12:45 01:00 0 :15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05.15 05: 30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 • Total Percent • • • • • • Peak V©ie H.F. 2 07 R 7H,A,R..D GARCIA & ASSOC ATES, 13117 NW 107 AVE UNIT NO.4 HIALEAH GARDENS, FL 33016 305.595.7505 i FAX 305.575.6474 5 15 4 19 5 7 9 3 2 7 6 1 3 6 3 4 7 5 7 10 5 9 13 10 12 18 43 42 51 58 84 74 64 80 60 49 49 47 44 53 30 50 43 31 35 35 28 14 1260 49.5% 50.59%0 07:30 11:00 07:30 302 269 491 0.899 0.830 0,923 Site Code 000000000000 Station Iz.:: 8562 NVV 2 AVE NORTH OF NV 71 ST. Latitude 0' 0.000 Undefined Tat-31 10 19 9 6 11 9 8 12 7 10 3 4 1 4 11 2 6 8 10 10 8 10 10 18 13 24 26 33 36 40 45 51 53 57 40 37 54 33 43 37 54 65 59 58 53 77 19 25 23 28 11 18 18 11 14 14 16 4 7 7 15 9 11 15 20 15 17 23 20 30 31 67 68 84 94 124 119 115 133 117 89 86 101 77 96 67 104 108 90 93 88 105 81 95 1288 2548 • • • • • • • • • 311 • • • • • • • • • • • • • • e • RICHARD GARCiA & ASSOCIATES. INC. 13117 NW 107 AVE. UMT NO.4 HIALEAH GARDENS, FL 33018 305:595 7505 / FAX 3.05.675.64 r4 Start 2 Time 12:00PM 8 6 12:15 37 130 40 12,45 44 01:00 39 01:15 38 01:30 38 01:45 a5 02:00 39 02:15 38 02:30 48 02:45 52 03:00 38 03:15 51 03:30 41 03:45 41 04:00 42 04:15 51 04:30 52 04:45 49 05:00 44 05:15 46 05:30 44 05:45 47 06:00 43 06:15 30 05:30 34 06:45 35 07:00 44 07:15 36 07:30 39 07:45 38 08:00 36 08:15 34 08:30 32 08:45 22 09:00 27 09:15 26 09:30 35 09:45 26 10:00 19 10:15 28 10:30 15 10:45 18 11:00 23 11:15 10 11:30 21 11:45 15 Total 1718 Percent 32.3% 67.7% Peak 16:15 16:45 'for. 196 676 P.U.F. 0.942 0.889 63 70 71 73 53 56 62 53 56 72 63 82 92 116 124 133 134 147 174 190 148 164 143 133 107 68 60 75 55 70 57 63 47 46 38 42 34 38 40 52 25 28 24 23 22 35 14 3606 Pipe 2 Site Code: 000000000000 Station a 3682 NW 2 AVE NORTH OF NW 71 ST- de 0' 0.000 Undefined ......._........ ......... Total 100 110 115 112 91 94 97 92 104 120 115 120 143 157 165 175 185 199 223 234 194 208 190 176 137 102 95 119- 91 109 95 99 81 78 60 69 60 73 66 71 53 43 42 46 32 56 29 5324 16:45 859 0.918 Ti me 12:00 AM 19:15 1.230 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 • 08:15 08:30 • 08:45 • 09:00 09:15 • 09:30 09:45 • 10:00 10:15 • 10:30 • 10:45 11:00 • 11:15 11:30 • 11:45 Total • Percent • Peak Vol. • P.I.P. 29-i 400404,040404040 • i • RICHARD GARCiA, . ASSOCIATES; 13117 NW 107 AVE. UNIT NO.4 HIA€ EAH GARDENS, EL 33018 305.595.7505 / FA.X 30 ;.675.6474 3a 10 25 16 18 14 8 11 8 8 1 11 8 15 6 12 6 13 10 8 11 15 9 5 4 7 4 5 5 7 5 10 8 8 12 8 6 6 11 8 9 11 8 10 21 12 15 11 15 17 14 12 27 19 39 26 53 34 63 41 76 35 84 51 60 47 60 37 36 61 6 114 6 92 7 75 8 87 2 64 6 71 6 94 2 41 9 126 6 71 12 90 10 82 5 94 32822 67.9% 1739 Page 3 °1 Code: 000000000000 Station. i0: 8682 NW 2 AVE NORTH ! OF NW 71 ST. Latitude 0 0_000 Undefined Tot!a 5 34 19 16 12 18 19 18 26 14 11 9 12 15 16 20 12 19 20 18 33 26 32 26 46 65 87 104 111 135 107 97 97 120 98 82 95 66 77 100 43 135 77 102 92 99 2561 07:15 10:45 07:15 283 369 457 0.842 0.732 0,846 * • • • • • • • Start 29-Mar-07 Time Thu NB 12:00 FM 40 12:15 39 12:30 42 12:45 46 01:00 41 01:15 40 01:30 40 01:45 37 02:00 41 02:15 40 02:30 50 02:45 54 03:00 40 03:15 53 03:30 43 03:45 43 04:00 44 04:15 53 04:30 54 04:45 51 05:00 46 05:15 48 05:30 46 05:45 49 3/11 06;00 45 06:15 32 06:30 36 • 06:45 37 07:00 46 • 07:15 38 07:30 41 O 07:45 40 08:00 38 • 08:15 36 • 08:30 34 08:45 24 O 09;00 29 09:15 28 • 09:30 37 09:45 28 • 10:00 21 10:15 30 • 10:30 17 111 10:45 20 11:00 25 O 11:15 12 11:30 23 • 11:45 17 Total 1814 • Percent 25.8% 74.2% * Peak 204 16:15 16:30 868 16:15 Vol. 1070 * P.H.F. 0.944 0.973 0.976 5614 11853 17467 30 Iota; Percent 32.1% 67.9''/,) ADT Not Calculated RICHARD GARCIA & ASS0CATES, NO. 13117 NW 107 AVE. UNFT NO,4 HIALEAH GARDENS; FL 33018 305595.7505 / FAX 305.675_6474 S2 90 130 110 149 83 125 96 142 95 136 93 133 84 124 64 101 62 103 59 99 67 117 75 129 118 158 128 181 123 166 178 221 198 242 221 274 204 258 218 269 223 269 223 271 194 240 208 257 165 210 166 198 127 163 131 168 107 153 119 157 103 144 108 148 107 145 94 130 72 106 71 95 83 112 62 90 65 102 56 84 58 79 43 73 73 90 49 69 40 65 42 54 38 61 27 44 5220 7034 Page Site 0o0e: 000060000000 Station ID: 8682 NW 2 AVE NORTH OF NW 71 ST. Latltude: 0 0_000 Undefined Total • • ! • • • • 36 • • • a Start 28-Maf-07 Tire Wed 12:00 AM 1215 12 313 1245 01 00 01:15 01:30 01:45 0200 02:15 02:30 02:45 03:00 03:15 03:30 03:45 0400 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Totai P 3 9 7 12 7 11 10 8 19 25 30 37 52 48 58 77 61 53 60 63 57 63 59 59 69 36 61 51 60 61 60 1420 Percent 42.7 °./r; Peak 08:00 251 0.815 RiCHARD GARCIA 8, ASSOCAATES, 13117 NVIis 107 AVE. UNIT NO.4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305_675_6474 66 9 24 17 23 8 21 16 9 12 11 13 6 14 6 15 7 13 6 12 8 11 3 3 4 7 6 14 6 5 4 8 5 2 6 14 12 19 15 9 22 28 34 41 58 73 73 85 105 60 96 87 68 75 67 69 68 77 75 84 76 62 65 76 1906 57.3% 08:00 348 0.829 Page 1 :Se Code: 000000000000 Stafion 6186 NW 71 ST IVEST OF NW 2 AVE atitude: 00.000 tindefined Total 33 40 29 23 21 24 20 21 20 19 9 7 13 20 9 13 5 15 21 24 26 26 19 30 47 59 71 95 125 121 143 182 121 149 147 131 132 130 128 127 146 111 145 127 122 126 136 3326 08:00 599 0.823 • • • • • • • • • • FOCHARD =GARCIA & ASSOCIATES, INC_ 13117 NW 107 AVE. UNIT NO.4 HIALE_AH GARDENS; FL 33018 305.595.7505 i FAX 305.675_6474 Start 28-Mar-07 Time Wed ‘A,5 EB 12:00 PM 78 79 12:15 63 90 12:30 65 82 12:45 57 73 01:00 55 85 01:15 73 88 01:30 58 79 01:45 49 80 02J00 51 73 02:15 70 82 02:30 59 95 02:45 62 111 03:00 68 89 03:15 76 104 03:30 72 112 03:45 82 108 04:00 76 88 04:15 90 109 04:30 57 96 04:45 67 116 05:00 78 111 05:15 83 106 05:30 84 116 05:45 72 92 31° 06:00 06:15 58 82 06:30 48 101 40 69 O 06:45 07:00 48 72 55 65 0 07:15 07:30 41 78 45 62 • 07:45 23 65 08:00 44 76 O 08:15 44 65 08:30 43 56 • 08:45 29 52 • 09:00 30 09:15 31 37 45 • 09:30 25 59 09:45 22 45 • 10:00 25 41 10:15 39 40 • 10:30 26 31 • 10:45 11:00 22 36 22 25 • 11:15 27 29 11:30 23 32 • 11:45 11 36 Total 2466 3563 • Percent 40.9% • Peak 15:30 16:45 449 16:45 Vol, 320 761 • P.H.F. 0.889 0.968 0.951 Page Site Code: 000000000000 Station ID: 6186 NW 71 ST WEST OF NW 2 AVE Latitude: 00.000 Undefined • • Total 157 153 147 130 140 161 137 129 124 152 154 173 157 180 184 190 164 199 153 183 189 189 200 164 149 140 109 120 120 119 107 88 120 109 99 81 67 76 84 67 66 79 57 58 47 56 55 47 6029 40 40 40 40 40 40 41 40 0 R CHARD GARC`A & , SSSO fA- ES.. 13117 NW 107 AVE. UNIT NC 4 H A! EAH GARDENS, FL 33018 305.595.7505 / FAX 305.675 6474 Page €t C e:0004000000000 S ation i0: 6186 NW 71 ST WEST OF NW 2 AVE 0.000 i.J€idefi:tG{j Sty t 2.9- ar-0 7 � Tota! Time Thu 5 2:O0 AM 1 23 3 12:15 15 25 40 12:30 14 25 39 12:45 9 14 23 01:00 6 16 22 01:15 9 22 31 01:30 8 17 25 01:45 11 16 27 02:00 5 17 22 02:15 9 10 19 02:30 3 9 12 02:45 10 10 20 03:00 12 10 22 03:15 2 8 10 03:30 0 3 3 03:45 9 7 16 04:00 2 11 13 04:15 3 10 13 04:30 7 14 21 04:45 6 7 13 05:00 6 14 20 05:15 12 19 31 05:30 14 11 25 05:45 6 23 29 11/1 06:00 15 21 36 06:15 17 27 44 G6:30 18 28 46 06:45 27 56 83 • 07:00 36 65 101 • 07:15 48 72 120 07:30 53 77 130 • 07:45 52 77 129 08:00 60 87 147 • 08:15 58 82 140 08:30 65 77 142 • 08:45 69 75 134 09:00• 66 73 138 09:15III 46 66 112 09:30 40 78 118 09:45 54 77 131 IP 10:00 54 70 124 10:15 51 79 130 • 10:30 67 73 140 11111 10:45 41 79 120 11.00 49 73 122 • 11:15 71 66 137 11:30 47 75 122 • 11:45 60 65 125 Total 1346 1959 -- _.. _... 3305 • Percent 40.7% 59.3% Peak • Vo]. P.H.F. ID • • • 08:15 07;30 08;00 247 323 563 0.870 0.928 G.957 • • • • • • • • • Staff ?ar rime Thu 12:000 PM 12:15 1230 12:45 01:00 01:15 01:30 01;45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 1111 06:15 06:5 06:30 • 06:45 07:00 07:15 07:30 07:45 08.00 08:15 08:30 • 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 411 10:45 11:00 • 11:15 11:30 • 11:45 Total 40 Percent • Peak Vol. • Grand T ot P fc?nt nt ADT Not Calculated 56 70 57 67 73 58 65 45 59 67 63 71 51 67 77 80 78 83 79 68 75 68 64 64 56 44 50 37 39 51 48 50 37 23 40 41 32 31 25 24 36 36 19 18 21 16 23 2460 E RIG ARE) GARCIA & ASSOCIATES. NC. 13 117 Ni i 107 AVE. UJNITlO.4 NiALEAH GARDENS, FL 33018 305.595.7505 1 FAX 305_675.6474 Page 4 SEt ode 000000000000 Station D. 61.86 NW 71 S T WEST OF NVV 2 AVE f at dude: 0' 0.000 Undefined Total 70 128 77 133 72 142 74 131 88 155 76 149 81 139 84 149 82 127 79 85 91 89 85 75 94 104 109 107 101 112 115 117 107 91 68 88 90 66 82 70 77 66 82 44 61 56 68 49 47 46 46 36 42 36 28 27 30 3570 40 8% 59.2% 7 16:00 17:00 320 451 0.964 0,964 7692 10998 41 ,2% 56.8 (- 138 152 154 160 136 142 171 184 187 190 180 180 190 185 171 155 124 132 140 103 121 121 125 116 119 67 101 97 100 80 72 70 82 72 61 54 49 43 53 6030 16:00 741 0.975 18690 . .. Traffic impocl Stud.y • • • • viiia (-dryer - WISP 0 41 40 40 it 40 40 40 40 41 40 40 40 41 Appendix E: Committed Developments \ R)CHARD GARCIA & ASSOCIATES, INC, Appendix CITY OF P,iAMI hon°:a 1 city tf Search Results Layers Legend Result Type: Project List Iota 0 :916421.144 y:548744.250 .4.. yKGWY+ONAWM`"iM ". .AWRAILTS.h'RBi4CW4YVlA NIX.94F N.MINI.EMMMAVWX12a4k0M1.46~HaireAMANEHAVPW vooL This Web site is best viewed using Ern.-::,ni°[ (rt;';;=Er version 5.0 or higher with a resolution of i0?4 x Copyright tr. 2005, City of Miami, Information Technology Department ;e Carver -. } U P . . .IFQt c irnpac. Stu • • • • • • • • • • • • • • • • • • • • • • • • • • • rv. • !; }4, RICHA €D GA G A ASSOCIATES, C. Appendix • • Appendix F: Transit • • • • • • • • • • • • • • • • • • • • • • • • • • • • NO TRANSIT ANALYSIS WAS REQUIRE • • • • • i • • • • • i • • • • i • i • • • • • RICHARD GA CIA is 0 !ATE:', C. Ap cnt • • rve(- I L,jam Traffic: r . if __ 51pi:1 c, Study Appendix G: Corridor Analysis (Person Trip) Table: T-6 Village Carver Affordable Housing MUSK PM - PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY FROM TING CONIiI `ION (Sean NW 2 AVE NW62ST NW79ST NW 7 AVE_ N. MIAMI AVE SA�I�S ITI NW62 ST NW71ST TO NW 79 ST NW 62 ST MIAMI ADOPTED DIR LOS NB SB N. MIAMI AVE EB NW 7 AVE WB IU TRAFFIC 20O9 NW 2 AVE, NW 79 ST NW 7 AVE N. MIAMI AVE WITH SA WROUN NW 2 AVE NW 71 ST NW62ST NW 79 ST NW 7 AVE N. MIAMI AVE NW 71 ST NW 79 ST NW 62 ST SB N. MIAMI AVE EB NW 7 AVE WB FDIC NW 79 ST NB NW 62 ST SB N. MIAMI AVE EB NW 7 AVE WB ITN PROJECT AND SACICROND & COMMITT3:T NW 2 AVE NW 62 ST NW 79 ST NW 79 ST NW 71 ST NW 7 AVE N. MIAMI AVE Notes _. NW 62 ST N. MIAMI AVE EB WB NW 7 AVE E E CORRIDOR TYPE 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD 1 LD ROADWAY VEHICULAR CAPACITY 810 810 ROADWAY MO ROADWAY VEHICULAR VOLUME PERSON - TRIP VOLUME 1 4 PPV EXCESS PERSON 1509 CAPACITY 1296 196 274 1022 1296 757 1 059 237 810 1296 441 617 679 810 1296 314 439 85 810 1296 207 289 1007 810 1296 798 1117 179 465 331 651 645 463 833 810 1296 207 289 10 810 1296 798 1117 179 1296 465 1296 331 470 347 658 486 638 810 ROADWAY PERSON TEMP 0.86 1 0..37 40 40 40 40 W 41 40 #0 40 41 40 41 41 40 40 41 40 40 40 40 iv 4, 40 4P 40 40 40 40 40. 40 ROADWAY NW2AVE NW 62 ST NW 79 ST NW 71 ST NW 7 AVE N. MIAMI AVE Notes Table: T-7I8 Village Carver Affordable Housing MUSP Project Traffic Percent TO DIR Ingress NW 79 ST NW62ST N. MIAMI AVE NW 7 AVE Percent Egresss Net Vehicle Trips - IN Net Vehicl Tries - Net Vehicle Trips OUT TOTAL. 0.0 0.03 3 2 0.17 0.10 0 . _µ 6 TOTAL 60 El 40 40 40 1010 lb 40 40 EP 41 41 40 41 40 40 41 IP 41 40 40 1041 40 0 0 40 40 41 41 40 40 LEVEL OF SERVICE TABLE CLASSIFICATION FOOT'S 2002 Q/LOS TYPE A B C ILU 0 220 720 860 890 2LD 0 1530 1810 1860 1910 3LD 0 2330 2720 2790 2840 4LD 0 3030 3460 3540 3590 U 0 100 590 810 850 2LD 0 220 1360 1710 1800 3LD 0_ 340 2110 2570 2710 4LD 0 440 2790 3330 3500 ILU 0 0 280 660 810 2LD 0 0 650 1510 1720 3LD 0 0 1020 2330 2580 4LD 0 0 1350 3070 3330 ILU 0 0 270 720 780 2LD 0 0 650 1580 1660 3LD 0 0 1000 2390 2490 4LD 0 0 1350 3130 3250 PERSON -TRIP 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.00 0.40 0.00 0.00 0.41 0.00 0.00 ............... 0.00 0.00 0.81 1.00 0.88 1,00 0,90®. _. 1.00 0.92 1.00 NOTES: DERIVED BY DIVIDING THE FDOT's 2002 LOS BY THE LOS 'E' FOR EACH TYPE OF ROADWAY. LOS 'E" DETERMINED BY INCREASING LOS D BY 50 VPH CAPACITY WHICH CAN EASILY BE ACHIEVED BY OPTIMIZATION AND OTHER TECHNIQUES. 4040404006404,040 lope C:>rver M4ZJSE% Appendix H: Intersection & Driveway Analysis 31111 • • • • • • • • • • • • • • 31111 • F-N..0 fl f� t' `4 RJCHA D GARCIA ASSOC ATES • f • • Ftudy Ap c' dix 11 40 41 41 V lb 11 41 40, 4D 40 40 40 40 40 0 40 IP 40 40 VI 41 41 40 40 41 40 41 41 41 41 Village Carver Affordable Housing MUSP Intersection NW 71 Street & NW 5 Avenue/Driveway 1 NW 71 Street & Drive ay 2 2&5 Existing (2007) Proposed (20 0 OS A Note: * Although delay went down the vie (volume to capacity) ratio increased. This is an indication of unused green time and reserve capacity. 0 40 fb 0 1101 0 0 0 41 41 40 40 40 0 0 0 40 40 40 0 Iv 41 0 40 0 41 0 0 0 0 41 40 41 0 0 40 100 40 40 0 07-027 Village Carver Affordable Housing PM Existing Peak Hour (2007) 41 41 41 41 40 40 40 10 40 • • • • • • • • • • * • * * * HCM Signalized Intersection Capacity Analysis 1: - 71 ST & NW 7 AVE lovement Lane Configurations ideal Flow (vphpl) Total Lost time (s) Lane UtiL Factor Frt Fit Protected Said. Flow(prot) Fit Permitted Said. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance lime (s) Vehicle Extension s.) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Sumrnary 1900 4.0 1 .00 1.00 0.95 1770 0.51 944 170 0,97 173 175 pm+pt 5 2 2 55.7 55.7 56,7 56.7 0.52 0.52 3.5 5.0 3.0 3.0 524 933 c0.02 0.09 cO 16 0.33 0.18 15.6 14.3 1.00 1.00 0.4 0.4 15.9 14.7 8 15.3 8 EBL .T EBR -BL WE3T Ti 1900 1900 1900 1900 4.0 4.0 4.0 1.00 1,00 1.00 0.97 1.00 0.93 1.00 0.95 1.00 1811 1770 1739 1,00 0.65 1.00 1811 1208 1739 136 31 53 124 0.97 0.97 0.97 0.97 140 32 55 128 172 0 55 230 Perm 6 46.7 46.7 47.7 47.7 0.43 0.43 5.0 5.0 3.0 3.0 524 754 0.13 0.05 0.10 0.31 18.5 20.3 1.00 1.00 0.1 0.2 18.6 20.6 20.2 07-027 Village Carver Affordable Housing PM Existing Peak Hour (2007) 1.1 1900 99 0.97 102 0 1900 4.0 1_00 1.00 0.95 1770 0.35 660 28 0.97 29 29 Perm NBT ti+ 1900 4.0 0.95 0.99 1.00 3512 1.00 3512 1174 0.97 1210 1275 8 8 44.3 44.3 45.3 45.3 0.41 0.41 5.0 5.0 3.0 3.0 272 1446 0.36 0.04 0.11 0.88 19.9 29.9 1.00 1.00 0.2 6.7 20.1 36.5 C D 36.2 p NOR 1900 63 0.97 65 0 S=BL SBT 1900 4.0 1.00 1.00 0.95 1770 0.09 164 69 0.97 71 71 Perm t 1900 4.0 0.95 0.99 1_00 3497 1.00 3497 504 0.97 520 565 4 4 44.3 44.3 45.3 45.3 0.41 0.41 5.0 5.0 3.0 3.0 68 1440 0 16 c0.43 1.04 0.39 32.3 22.7 1.00 1.00 121.9 0.2 154.2 22.9 F C 37.5 D 4/ SBR 1900 44 0.97 45 0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c Critical Lane Group 31 9 0.65 110 0 75 5% HCM Level of Service Sum of lost time (s) ICU Level of Service 8 0 07-027 Village Carver Affcrdabie Housing 3.123/2007 FM Existing Peak Hour (2007) Synchra 5 Report Page 2 florldivi7-AA51 Timings NW 71 SI • • • • intersection Summary 40 Cycle Length: 110 Lane Group Lane Configurations Volume (ebn) 170 136 53 -.)124 Tern Type om+pt Perrn Perm Protected Phases 5 2 6 Permitted Phases 2 6 8 4 Detector Phases 5 2 6 6 8 8 4 4 Mini.murn initial (s) 4.0 4_0 4.0 4.0 4.0 4_0 4,0 4.0 Minimum Split (s) 8.0 21.0 21.0 21.0 21.0 21,0 21.0 21.0 Total Split (s) 9.0 36_0 27.0 27.0 74,0 74.0 74,0 74.0 Total Split (%) 8% 33% 25% 25% 67% 67% 67% 67% Yellow Time (s) 3.5 4.0 4.0 4.0 4.0 4,0 4.0 4.0 Ail -Red Time (s) 0_0 1.0 1.0 1.0 1_0 1_0 1.0 1.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None Coord None None Min Min Min Min VE 07-027 Village Carver Affordable Housing PM Existing Peak Hour (2007) EBT { BL -1) NB • Actuated Cycle Length: 110 e Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 60 • Control Type: Actuated -Coordinated 111iik 4111111 • 40 • 40 40 • • • • • 41 *Am 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report 41 • fioridivi7-AA51 • • Splits and Phases: 1: NW 71 ST & NW 7 AVE NB -L SET 1174 69 504 8 Perm 4 1 74:i:::.,.......)-.).-iii.:-.:::::' :.......... ......4 t9:•*-'ll::'. 27::i :::::: . :: 74 ai.:i":: )).,... Page 1 HOM U ssigna1Uzed intersection 2: NW71 ST& AVE apac ity Analysis Nilovement EBT EBR W L T N e Config srat:ons Sign Control Free Free Stop Grade, 0% 0% 0% Volume (venal) 447 101 49 268 38 25 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (v&Vh) 491 111 54 295 42 27 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage • Right turn flare (veh) Median type None • Median storage veh) • vC, conflicting volume 602 949 547 • vC1, stage 1 conf vol 0 vC2, stage 2 conf vol 0 • tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 3.1 • tF (s) 2.2 3.5 3.3 • p0 queue free % 95 85 95 cM capacity (vehih) 1186 276 537 - 27 Village Garver Affordab!e Housing PM Existing- Peak. Hour (2007) i Direction. Lane # EB 1 WB 1 NB 1 NB 2 • Volume Total 602 348 42 27 Volume Left 0 54 42 0 Volume Right 111 0 0 27 cSH 1700 1186 276 537 • Volume to Capacity 0.35 0.05 0.15 0.05 Queue Length (ft) 0 4 13 4 40 Control Delay (s) 0,0 1.6 20.4 12.1 • Lane LOS A C B Approach Delay (s) 0.0 1.6 17.1 • Approach LOS C • Intersection Summary • Average Delay 1.7 i intersection Capacity Utilization 64.4% ICU Level of Service • • • • i 07-027 Village Carver Affordable Housing 3/2312007 PM Existing Peak Hour (20E07) Synchro 5 Report • Page 3 • floridiv17-AA51 404041404,414041 • • • • • Intersection Summary • • 4b 0 • • • florid!v17.-AA51 • • 3: Nvv 71 ST & NVV 2 AVE M Signaihzed intersectio Capacity Aria y°sls 07-027 ViHage Carver Affordable Housing PM Existing Peak Hour (2007 Movement Lane Configurations III ideal Flow (vph l) 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1_00 Frt 1.00 0.95 1.00 0.97 Fit Protected 0.95 1.00 0.95 1.00 Satd. Flow (brut) 1 770 1771 1770 1802 Fit Permitted 0.58 1.00 0.49 1,00 Satd, Flow (perm; 1074 1771 917 1802 ume (vph) 82 231 114 54 192 54 ...CI Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 84 236 116 55 196 55 71 Lane Group Flow (vph) 84 352 0 55 251 0 0 Turn Type Perm Perm Perm Protected Phases 2 6 Permitted Phases 2 6 Actuated Green, G (s) 51.3 51.3 51.3 51.3 Effective Green. g (s) 51.3 51.3 51.3 51.3 Actuated g/C Ratio 0.57 0.57 0.57 0.57 Clearance Time (s) 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 612 1009 523 1027 v/s Ratio Prot c0.20 0.14 v/s Ratio Perm 0.08 0.06 c0.32 0.12 v/c Ratio 0.14 0.35 0.11 0.24 0.95 0.36 Uniform Delay, di 9.0 10.4 8.9 9.7 28.9 22.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 1.0 0.4 0.6 25.7 0.4 Delay (s) 9.5 11.3 9.3 10.2 54.6 22.7 Level of Service A B A B D C Approach Delay (s) 11.0 10.1 54.6 22.7 Approach LOS B B D C L. T VV B R 4.0 4, . HCM Average Control Delay 28.5 HCM Level of Service C HCM Volume to Capacity ratio 0.57 • Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0 . Intersection Capacity Utilization 77.6% ICU Level of Service C c Critical Lane Group E sI E T EBR 8 ?.. R SBL ST 1900 1900 1900 1900 1900 4.0 4.0 00 1.00 0.98 098 0.99 1.00 1821 1811 093 0.93 1713 1693 410 66 20 151 35 0.98 0.98 0.98 0.98 0.98 418 57 20 154 36 556 0 0 210 0 Perm 8 4 4 30.7 30.7 0.34 4.0 3.0 584 07-027 Village Carver Affordable Housing 3/2312007 PM Existing Peak Hour (2007) 30.7 30.7 0.34 4.0 3.0 578 Synchro 5 Report Page 5 40 40 40 lb 4, 40 41 40 40 40 36 Splits and Phases: Timings 3: NW 71 ST & NW 2 AVE Lane Group EBL Lane Configurations Volume (vph) 82 Turn Type Perm Protected Phases 2 EBT T. 231 54 Perm C=7-027 \Plage Carver Affordable Housing PM Existing Peak Hour (2007) WST NB 192 TO Perm 6 L SET 410 20 Perm 4 Permitted Phases 2 6 8 4 Detector Phases 2 2 6 6 8 8 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.5 20.5 20.5 20_5 20.5 20.5 20.5 20.5 Tot ai Split (s) 28.0 28.0 28.0 28.0 62.0 62,0 62.0 62.0 Total Split (°/u) 31% 31% 31% 31% 69% 69% 69% 69% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ,Ni-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead -Lag Optimize? Recall Mode Coord Coord Coord Coord Min Min Min Min intersection Summar), Cycle Length: 90 Actuated Cycle Length: 90 Offset: 51 (57%), Referenced to phase 2:EBTL and 6:WSTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated • • • • • • • • • • • • • • • elf • • flondh/17-AA51 • • 3: NW 71 ST & NW 2 AVE --10' 02 ca4 28:4: .....:......."..........: ... ,........ , .'... 62. '0'.:.,.............'.................1...:!::::::::::',........,....... -4-- 6 i;.•...........•• f..........ii Ei2.:$-: .. .... ...... ........ . .i..iii 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report Page 4 07-027 Village Carver Affordable Housing 107 -137 -58 179 153- 33- NW 71 ST'° *40 2 491-- '107 3F 54 •. m born PM Proposed Peak Hour (2010) • • • • • • • r • • • • • • • • • • • • • HCM Se naihz• d t g section Capacity An 1, s 0 f -O27 ' lage Carver Affordable Housing 1 NW 71 ST & NW 7 AVE verer�t Lace Configur do ideal Flow (vphpl) Total Lost time (s) Lane Util, Factor Frt Fit Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -,hour factor, PHF Adj. Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Greene g (s) Actuated giC Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vis Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay: d2 Delay (s) Level of Service Approach Deay (s) Approach LOS Intersection Summary 1900 40 1.00 1 00 0.95 1770 0.47 866 179 0.97 185 185 pm+pt 5 2 51.2 52.2 0.47 3.0 3.0 452 c0.02 c0.18 0.41 19.4 1.00 0.6 20.0 PM Proposed Peak Hour (2010) ET EBR B 1= sT WBR NBL N.BT 190v 10F`?0 1900 1900 1900 1000 1900 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 1.00 0.95 0.97 1.00 0.93 1.00 0.99 1.00 0.95 1.00 0,95 1,00 1813 1770 1740 1770 3511 1.00 0.64 1.00 0.35 1.00 1813 1186 1740 657 3511 153 33 58 137 107 30 1239 0.97 0.97 0.97 0.97 0.97 0.97 0,97 158 34 60 141 110 31 1277 192 0 60 251 0 31 1350 Perm Perm 2 51.2 522 0.47 5.0 3.0 860 0.11 0.22 17.0 1.00 0.6 17.6 B 18.8 B 6 42.2 43.2 0.39 5.0 3.0 466 0.05 0.13 21.4 1.00 0.6 21.9 6 42.2 43.2 0.39 5.0 3.0 683 0,14 0.37 23.7 1.00 1.5 25.2 C C 24.6 C 8 48.8 49.8 0.45 5.0 3.0 297 8 48.8 49.8 0.45 5.0 3.0 1590 0.38 0.05 0.10 0.85 17.3 26.8 1.00 1.00 0.2 4.4 17.4 31.2 B C 30.9 C 71 0.97 73 0 1900 4.0 1.00 100 0.95 1770 0.08 150 79 0.97 81 81 Perm 4 48.8 49.8 0.45 5.0 3.0 68 4/ T SBR � e 1900 1900 4.0 0.95 0.99 1.00 3497 1.00 3497 532 46 0.97 0.97 548 47 595 0 4 48.8 49.8 0.45 5.0 3.0 1583 0.17 c0.54 1.19 0.38 30.1 19.9 1.00 1.00 169.7 0.2 199.8 20.0 F C 41.5 0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c Critical Lane Group 31.1 0.79 110.0 79.9% 311111 07-027 Village Carver Affordable Housing flcridl i7-AA51 MI i HCM Level of Service Sum of lost time (s) ICU Level of Service 3/23/2007 PM Proposed Peak Hour (2010) C 8.0 C Synchro 5 Report Page 2 104k411410404,404040 • • • • • • • • • • • Timings NW T & 7 A F Lane Grou Lane Configurations Vo!ume (vph) 179 Turn Type prinpt Protected Phases 5 Perm 2 6 07-027 Village Carver Affordable Hour nag PM Proposed Peak Hou t2010) 1239 79 Perm a 4 Permitted Phases 2 6 3 4 Detector- Phases 5 2 6 6 8 3 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 Minimum Spilt (s) 3.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split (s) 9.0 36.0 27.0 27.0 74.0 74_0 74_0 74_0 Total Split (%) 8% 33% 25% 25°.4 67% 67% 67 % 67% Yellow Time (s) 3.0 4.0 4.C) 4.0 4.0 4.0 4.0 4.0 All -Red TIrne (s) 0.0 1,0 1.0 1.0 1.0 1.0 1.,a 1,0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None Coord Coord Coord Min Min Min Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 13 (12%), Referenced to phase 2EBTL and 6:WBTL, Start of Green Natural Cycle; 60 Control Type: Actuated -Coordinated Spirts and Phases: 1: NW 71 ST & NW 7 AVE 74 o5 t8 rF- m ?7. 7_ 07-027 Village Carver Affordable Housing 3/232007 PM Proposed Peak Hour (2010) floridivi 7 -AA51 410 Synchro 5 Report Page 1 • • • • • • HOM Unsignalized Intersection 2: NW 71 Si & D/W 1 ity Analysis O7-027 Village Carver Affordable Housing Movement E L EBT EBR Wei WBT Lane Configurations 4+ 4+ Sign Control Free Free Grade 0% 0% VQiurne (vehih) 2 491 107 54 292 3 40 Peak Hour Factor 0.91 0 91 0.91 0.91 0 91 0.91 0.91 Hourly flow rate (veh rh) 2 540 118 9 321 3 44 Pedestrians Lane Width (ft) Walking Speed rft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) vC, conflicting volume 324 657 1046 1046 598 1078 1 103 323 vC1, stage 1 conf vol 0 0 vC2, stage 2 conf 'vol 0 0 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 3.1 3.1 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3,3 p0 queue free % 100 95 78 100 93 99 100 100 MI capacity (vehth) 1305 1165 197 217 502 176 200 718 Direction, Lane## EB 1 WB 1 NB 1 NB 2 SB 1 illVolume Total 659 384 44 34 3 Volume Left 2 59 44 0 1 Volume Right 118 3 0 34 2 • cSH 1305 1165 197 502 354 40 Volume to Capacity 0.00 0.05 0.22 0.07 0.01 Queue Length (ft) 0 4 21 5 1 • Control Delay (s) 0.0 1.7 28.4 12.7 15.3 • Lane LOS A A D B C Approach Delay (s) 0.0 1.7 21.5 15.3 • Approach LOS C C • Intersection Summary • Average Delay 2,2 intersection Capacity Ut;lization 69.4% ICU Level of Service • PM Proposed Peak Hour (2010) WBR NBL r NBT NBR r Ste; 0% 0 31 0.91 0.91 0 34 None 03,91 �3 Stop 0% 0 0.91 0 None SBR 2 0.91 2 • • • 40 0 • • 07-027 Village Cancer Affordable Housing 3/2 /200 7 PM Proposed Peak Hour 2010) Synchro 5 Report • flordlvi7-AA51 Page 3 • 0 • • • • • • • • • • • • • • • • • • • • • • • • HCM Siorialized Intersection Capacity Analysis 3: N \NI 71 ST & NW 2 AVE Movement Lane Configurations ideal Flow (iphpi) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Perrnitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary EBL. EBT 1900 190 4.0 4,0 1.00 1_00 1.00 0.95 0.95 1.00 1770 1768 0.55 1.00 1033 1768 89 246 0.98 0.98 91 251 91 379 Perm 2 48.7 48.7 0.54 4.0 3.0 2 48.7 48.7 0.54 4.0 3.0 559 957 c0.21 0.09 0.16 10 4 1.00 0.6 11.0 8 0 40 12 1 1.00 1.2 13.3 B 12.8 8 1900 07-027 Village Carver Affordable Housing PM Proposed Peak Hour (2010) EBR WBL WOT WBR NIBL NBT NBR 1900 1900 1900 1900 1900 4.0 4.0 4,0 1.00 1 00 1.00 1.00 0.97 0.98 0.95 1.00 0.99 1770 1802 1820 0.46 1.00 0.92 856 1802 1694 125 57 206 57 80 433 0.98 0.98 0.98 0,98 0.98 0.98 128 58 210 58 82 442 0 58 268 0 0 595 Perm Perm 8 6 48.7 48.7 0.54 4.0 3.0 6 48.7 48.7 0.54 4.0 3.0 33.3 33.3 0.37 4.0 3.0 SBT SEP, 1900 1900 1900 1900 4.0 1.00 0.98 1.00 1808 0.93 1696 70 21 159 40 0.98 0.98 0.98 0.98 71 21 162 41 0 0 224 0 Perm 4 4 33.3 33.3 0.37 4.0 3.0 463 975 0 15 0.07 0.13 10.2 1.00 0.6 10.7 8 0.27 11.1 1.00 0.7 11.8 11.6 8 627 c0.35 0.95 27.5 1.00 23.7 51.3 51.3 628 0.13 0.36 20.6 1,00 0.3 20.9 20.9 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c Critical Lane Group 27.9 0.62 90.0 82.0% 31111 07-027 Village Carver Affordable Housfn a floridlv17-AA51 • • • HCM Level of Service Sum of lost time (s) ICU Level of Service 8 0 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report Page 5 floridiv17-AA51 Timings 3: NVI 7 ST & N 2 AVE -027 V WWa e Carver Affordable Housing PM Proposed Peak Hour (2010) Group 6 Configur tBT SBL T Volume (vph) 89 246 57 206 80 433 21 159 Turn Type Perm Per --En Per Perm Protected Phases 2 6 8 4 Permitted Phases 2 6 8 4 Detector Phases 2 2 6 6 8 8 4 4 Minimum Initial (s) 4.0 4.0 4.0 4_0 4,0 4.0 4.0 4,0 Minimum Spat (s) 25.5 26.5 20.5 20_5 20.5 20.5 20.5 20.5 Total Split (s) 28.0 28.0 28,0 28.0 62.0 62.0 62.0 62.0 Total Split (%) 31% 31% 31% 31% 69% 69% 69%I 69% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 All -Red Time (s) 0.0 0_0 0.0 0,0 0.0 0.0 0.0 0.0 Lead/Lag Lead -Lag Optirr;ize? Recall Mode Coord Coord Coord Coord Min Min Min Min intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 52 (58%), Referenced to phase 2:EBTL and 6:WSTL, Start of Green Natural Cycle; 60 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 71 ST & NW 2 AVE -0' 02 05 i 04 07-027 Village Carver Affordable i c using 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report Page 4 • • • • • • • • • HOMUns gnialized NW=tit 4. 7 1 S ! & D/W 2 section Capacity Analysis 07-027 Village Carver Affordable Housing PM Proposed Peak Hour. (2010) ve rse ;t EST WBT WBR SB' SBR arse Configur tior 4 I Sign Control Free Free Stop Grade 0% 0% 0% Volume (vehlh) 24 499 349 9 8 11 Peak Hour Factor 0.92 0.92 0.92 3 92 0_92 0.92 Hourly flow rate vehlh) 26 542 379 10 9 12 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage Right turn flare (veil) Median type None Median storage ven) vC, conflicting volume 389 979 384 vC1, stage 1 conf voi vC2, stage 2 conf vol tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 97 98 cM capacity (veh/h) 1169 271 663 Direction, Lane # ES 1 VVB 1 SB 1 611/ Volume Total 568 389 21 Volume Left 26 0 9 Volume Right 0 10 12 • cSH 1169 1700 412 • Volume to Capacity 0.02 0.23 0.05 Queue Length (ft) 2 0 4 • Control Delay (s) 0.6 0.0 14.2 • Lane LOS A 8 Approach Delay (s) 0.6 0.0 14.2 411 Approach LOS B • Intersection Summary • Average Delay 0.7 Intersection Capacity Utilization 60.5% ICU Level of Service • 4P • • • 40 • s 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridiv17-AA51 40 Page 6 • • • • • • • • • 41 40 40 41 0 El 40 40 41 •-••—•_•_• Ito • 41 0 41 0 40 EXHIBIT 17-2. LEVEL.-0E-SERVICE CRITERIA FOR TWSC INTERSECTION.3 Level of Service A Avemge Contro# Oofay (s/veh) 0-10 :> 10-1 15 -25 0 ],25 50 Chapter 17 - UnsignalizeO Intorsection8 17-2 • Methodology TWSC°.• Inter.9ections